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3080NOTE: ,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 ti Subdivision Improvement Permit —Class I I DATE: 1119/99 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION - ARt#VE. CA,RRANZA BETV19EN CFJTLLON & ARROBA LOT. 9 (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSTALL & MAINTAIN A 1"DOMES'TICSketch (attach construction plans if appropriate). WATER SERVICE LINE DESCRIPTION OF CONSTRUCTION SEE AT'.I'ACHED CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED 6 X3 APPROXIMATE TIME WHEN WORK WILL BEGIN 11/12/99 APPROXIMATE TIME OF COMPLETION 90 DXYS ESTIMATED CONSTRUCTION COST $ 1,100 (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 j 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 resullt� f this work. _ -Signature of:Applicant or Agent' CVWD P.O.BOX 1058, COACHELLA,CA.92236 398-2651 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 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated'construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ " 0" Permit Fee --0— Penalty Cash Deposit -Surety Bond if required TOTAL: $ " 0" Receipt No. Received by. Date PERMIT VALIDATION PERMIT NO. 3080 DATE APPROVED 110/99 -EXPIRATION DATE 12/31/99 DATE ISSUED. 11 /� �� / _ 5�9 r r gy*A' — is��i"`"`�"�.... , I (Administrative Authority Recorded by Telephone: (619) 777-7075 i in O NOTE: With proper validation this form constitutes an encroachment permit Nov 0 � 1999 CITY OF LA QUINTA APPLICATION FOR PERMIT rUBL1C W®IBKS 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 C, - Subdivision Improvement Permit — Class III DATE: / / / / l n Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Ve'`a C�Il1't /RAJA ?29f1dhW Cff'�LGOi1( �t 1Q✓U1Og� 9 TRRGT: (Street address or Description of Location) PURPOSE OF CONSTRUCTION IN -STALL ANh IY')A1NTAIAI A Sketch (attach construction plans if appropriate) _Q NE I NC14 C I j DOn IEZ7IC-- L.0 ATtr- SE2VICE LlAI E DESCRIPTION OF CONSTRUCTION S T � DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN l' ° ° 2`1 //--12 fY APPROXIMATE TIME OF COMPLETION N1/VETy C 9D) DAYS ESTIMATED CONSTRUCTION COSTS 11aD.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: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and is. penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or proprn� 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 124) 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 COACHELLA VALLEY WATER DISTRICT P. 0. Box 1058 COACHELLA, CA. 92236 398-2651 Name of Applicant (please print) Business Address Telephone No. C: X T- S7Z7-S— Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. 3 � ,, City Business License No. N§ff"j Applicant's Insurance Company I I Policy Number I O 36 5 n3 41 n n S70 ]6] n 6-2666 ,m. O7 075 106 07 6 26 ]7-60 .3 53-640 5 3-6a5 3i7-56t 4 7� ' 57-665 3-G]0 O7 ID - 441 331 53-665 ~Q) 564 627 -n7te 660 CD C.`076 73057-655 c5371 105 53-6902 0%5166 3- 31 257 N 287 53-6660 348 O3 378 4 470 5k693 nm 661 0. 363 628659 p Sy90 a 3-67 53-60 2 0+ -0 -68 38 720 �dm )19 077 53-705 104 no ir= n 258 349 447 P 3-660 -6706. : 53-715 5370 p33-693 37-680 377r10 a o 0 562.1 '362 629 6S8 721 lab 078 103 t 37-680 33-701 iRR n -- p 2 57 705 n 53-680 ^ o -� ]3-705 57-770 O F 33-72] ♦ ,. 168 ; ST7Z5 l94' - 259 ^ 205 O ^ 330 0: .: 4i 376 a c �0 469 474 361 33-7_0 .. 53-700 .. -. 77-640 0 33-700 ^ '� Z 53745 a 670 " 637 = 72E 747 r 079 1^ JT37-720 t02 33-723 53-700 :57725 ^ r n N 336 �3 193 y 57-740 y 260 3j 8 �, N 773 N 444 "� 53-749 468 N N S33 m 360 N 67t 636 _ N 127 746 . - 33-740 -• -. 333-745 33-740 -• -537a5 r CALLE 080 ^ 77-311 0 Z I01 N 170 " 77-545 192 r N ?6t 57-773 283 y 53-760 U 351 17. v N a45 ^ 77-705 467 - 336 4 559 o v 632 655 O 724 743 ♦ _ 'e J%100 17l 53-7)t Q 53-754 ^ ^ 53-733 N 77-777 IU - 533-754 lU - 77-Ba9 53-760 N Q N N Q O 19l 53-760 Cd N 53 780 N N .7 781 O Z 373 N N 77 )3 Q O 466 N 533-770 N 737 588 633 634 N Q 744 O81 099 172 Z Z 57-775 53-780 N N O_ 73-770 N - O 53-770 N tro 53-771 N 53-770 1'1 33-777 W i 190. N 77-800 N 262 W Q 281 53-790 N 333 53-793 1 Q: 372 -- 53-790 1NU 447 1'1 Z j a65 S38 557.1 :NR 337 N f9 674 Z ; 633 N Pl 723 Z �1 743 qtcu . ' U82 098 173 _ •i 189. Q 53795 53-800 N 33-805 Q N 53-79] Q 53-790 N . V 53-781 w 53-780 (U O 33-7P5 1 N 267 a 280 N 334 Y 37-62.3 371 448 a64 339 336 673 632 726 742 003 n n a N .53-820 33-820 N f 57-827 53-804 33-807 _ 33-820 N 53-825 m- N f 53-810 1Vkn 53-815 097 0 53-Bt0 N 174 n _ l88 0 N n 264 m n 279 0 _ Nn.. 7a-830 333 53-815 370 o N n ♦49 .394] 463 n Sa0 n 333 0 Nnr 636 m�537 6o 741096 2e3-830 v 3.-P20 3-840 N =1 37-830 N c T ,0 175 le7 Ot _ 10 33-813 278 0t ,8 336 „ ` 369 P 450 m 741 554 637 2 At d i 37-836 ^ 33-633 73-8 3-835 330.0 ,p cr W 0, ,0 ]7-833 630 P 33-8 53-865 7a0 5 740 ^ ISO 084 093 m n 176 18C W t 266 n 277 3]7 0'. 368 4]1 3 085 L limmaz 53.845 53-840 m n 37-843 n W ^ a6t n n 742 = 333 m n 638 bag n 728 739 O7 O94 ]3-880 _ 07 177 a l83 ^ 3T-980 267 276 338 m ^ 367 ♦52 53-898 -ea3 343 1Z41 552 679 53-880 -^ 33-883 -e 0 IL 53-863 53-860 O7 a m 01 . N ^ 07 a 648 ^ m 729 738 086 093 33-890 n 178 0' 33-883 lB4 ( `0 268 Ot .53-959 y ri 275 359 T 366 �p sal 0' a p 460 3a4 W ^ a 0 ^ s3—goo ^ 737 ]51 6s0 647 730 07 53-083 .0 33-890 33-920 - 01 53-925 ;p °' 33-920 10 r •� 092 73-900 n o 179 .. 53-905 183 n ! .� o 269 2 57- 005 274 ~ 360 0 53-9I1 363 53-910 n 434 73-911 459 o 743 c 330 64I 0 736 • ' 646 731 O88 --1 53-900 ^ n 73-940 5! o 2 53-945 n 0 o - 53-975 c � ly 17' 091 I8o 33-9]S 182 s3-908 270 13 273 53-964 361 : 33-933 33 " 5] 933 -1 13. 458 ^ 546 - 349 64� 773 732 089 090 930 73-920 ^ 13' r 33-960 ,-, 337 :S3 987 f 33-970+ ^ n N 77-500 let272 N 13• '�I 1'1 Lf7. 57-980 362 N 17 363 N 4S6 -+ 53-965 477 N N 747 " Sae n 643 N 77 644 n 773 N 734 (%j { P.- _ ]3-947 m 57-980 '8� 53-980 33993, n 1 m CQLLE E CHILLOD SANTA CARMELITA UNIT No22 / � r2 � / 4 . u SANTA CARMELITA UNIT No.3 SANTA CARMELITA UNITS No. 20,21 ,22,23 & 27 NOTE: THIStt LAST ACCOUNT NUMBER- ` A SUS uvQ4 DELETED NUMBERSt 237,265 t ruRN i 13 - 1 SCALE BAR IN FEET: 0 1 tco 075 53-685 076 T 077 0 53-705 070 33-725 N 079 080 77-311 ru Go, 57-771 482 O 53-761 083 53815 086 3 0 _—-346 3?-673 53-630 33-635 7B0 N n 37-60147i 440163 S30 76]Oln526o ' l97 236 N 3m 288 Ja7 - S33-633 655379 h O)4a1331 m,]3-6b533-660 364 n0]77-661 627 d 36 5 t'76 33-�690 - 237 53-665 c287P73g378 53-666 4 4700) k103 ., 33-677 -37-663 0` 53-686 0` O. 33-685 53-680 `�-67-715' 6243 l6753-660 1'!5 53- 110 258 33-693 d �0 266 33-680 J49 377 443168 '37-673 .. - - .. - 33-701 4 0 0 773 `6R2Rt 362629 0 oT7�5 7397�0 259 283 O i0469 53-700 : 7i3640376 s7=zoo ^ — ^16q 57534 7a5= 630 T T 260 28a 53-723 3-733 5T-7 0 M N N 37-720 -" 375 1,, N 444 - 53-749 a68 N 333 N m 360 M 631 N 33-740 -... 53-747 Q 101 170 7T 345 CALLE 283 r 53-760 ti 351 4 67 (/ 336 S59 672 l92 N - 1--7 5373 374 < 445 661 n 718 751� ]3-640 53-645 S3—E•+ - 660 - 719 07 53-661 0 750 Q 7_9, P 659 77-660 = 720 P 73-67; 658 72l 37-„ = 37-705 748 37-700 657 = - 722 7_7 53-700 -'53-725 636 N 723 746 53-740 653 7 W 100 171 Q 191 Q 282 53-771 Q N - 77-705 53-754 ^ ^ 37-733 '0 O 77-777 fU -� 0 33-734 N 2 - 77-849 745 f 01 �. Q N N O Z 53-760 N N O Z 53-780 N 332 N 53-781 O 373 N a46 N ]3-773 Q O 466 777 53-770 CU N 338 M 633 634 /., Q 53-760 744 M 1 099 172 Ld 190. N 262 28, 333 W Z 53-775 53-780 N N O Z 53-770 N N p 53-770 N N 53-.770 N 33-77-777 77-800 N M Q N 33-790 N M 33-795 Q- -. 372 .. 53-790 N fU 447 M W a65 538 537.1 _fi7 337 634 W 633 723 Z 098 173 te4. 267 280 33a < 53-795 33-800 fN11 M 33-80-807 Q fU M 53-793 Q 53 790 N M n 33-780 (Z V 33-785 n _ N C 53-820 N ~ 33-825 371 448 a6a 739 736 633 632 726 n 097 0 M 174T!D2 N 53-820 N v 33-823 53-801 . 33-805 _ 33-820 N r 53-625 53-820 N 33-833 742 N f V S3=8 t0 N 3J-80t n „ 279 o 33-830 N53-815 n 333 ^ 770 0 N ♦49 N 463 M 7a0 333 0 636 m n ^_ c096 S]-8t0 53-830 -53-845 37_8�df — 53-840 N 671 o 33-840 N n n - 175 278 O' " ,p 356 V 369 T 450 a Sal 33830741 Nn1-3 7-836 33-835 3-85. 53 830 �0 .p 334 0, - 637 630 2 7401) 7W 3094 33-837 37-d .- 53-865 33-8093O) nl76 a5 277 53-840 m 337 n 'JF 045 a,473 n a6l n n 742 = 53728 _8880n - m177 P 276 n 33d 0) o' 367 452 33-898 -8a5 W 333 m n 638 n 33 883 7 e W n 53-863 53-860 m a N N 543 (/) 332 n 07 639 P 738 T 178 184SB90 268 c 275 `� 359 0, 366433 G 460 744 W- F647 53-900 rN7]-885 33-880 - 0, 33-88-883 '0 T T 33-890 331 10 33-920 640c 0' 730737092 179 1 33 - 669 7760 - 53-911 53-910Lo 0 439 743 - 530 33-925 641 ;p• 731 33-92053-905 --� 13' "1 ' 180 t82. 270 273 - 575911 0 0 53-900 33-910 -. .. 53-915 53-975 •- 736 n - p 3 T--970 - 53-935 53-908 13 33-%♦ 1 : 37 933 364 O 5T 930 43] 33-933 13 458 - 5a6 349 64a 643 732 ...-. 13' 33-960 --, ` 3—%0 .... 53-983., 733 1 - S N271 13' •� N 272 53-980 N 367 M N 456 548 643 644 733 5]-970 13 -+ 53-965M �!jl m 53_980 -+ N 77-780 -� M 53-980 N - 5 93 73♦ M N 13't m CALLE�- I SANTA CARMELITA UNIT No. 22 �✓ � CHILLO 1: = SANTA CARMELITA UNIT No.. SANTA CARMELTA UNITS No. 20,21 ,`22,23 & .27 NOM THIS LAST ACCOUNT NUMBER, A su ......-.�,.__._.......-..._..,-..._.. _,._....__.._.......... ...... ... .. .. SHO UPON - DELETED NUMBERS, 237'265 rPCN ae ee 6e 1 6 - 6 - 13 - 1 SCALE BAR IN FEET: 0 1 - m 075 106 163 - min 333-633 'C09 '346 53- 330 m n 37-633 L _- 380 m n a20 53-601 471 n 330 7` 363 _ m n 526 661 O) n 710 7r 51 53-685 m' N 33-635 o °• 197' 226 - 53-6S-6S0 n N 33-633 288 7a7 53-630 n m 329 a•l 531 - 33-ra3 33-640 ^ 53-6a5 m n 3y_s �7 - P 076 i d l66 c ^ 53-655 n m ^ O) 07 57-665 S6a �7 57-660 .n. 07 33-661 0 °' 660 n 07 719 c 730 n �0 53 69D P 33-693 t'76 237 53-690'0 P S7-665 a 287 53-666 ,0 01 3400 378 �- a70 S72 a 5]-661 d - 077 IJa 167 33-677 a � P 53-660 .. 53-663 53-686 P P 37-683 363 628 53-680 P a 639 720 0. 0 7a9, 01 53-703 n O 33-710 ^ .. 53-715 173 n o 258 53-710 c 206 n o 3a9 v 33-6d0 'm 777 aaa 1 ^ 33-675 33-660 73-67: ;o 103 1T�3 --.33-695 ...-, m n o a 1 33-680 33-701 S]] 0 0 362.1 762 629 IRR n 53-703 638 721 33-600 n 748 3 33-720 : 3 191' f 259 33-7_0 283 9' ^330 q 376•^'0G46 3.4 " 7-7: E535 102 .. 573-000 -..+ 77-6a0 ^ -' 37a 163053-700 ^ -,. 637 722 7a7 169 193 260 28a 53-725 53-700 - -53_725N33-733 533-7a0 -. N N 377 MN aaa ^53-7a9 33333-720 N m 360 N 631 636 M N 727 7a6 -�53-7a5 080 101 CALLE ^ 77-511 r 1-0192 N -� 77-3a3 • 261 N 33 283 y 351 72600^ 'aa5 1 36 62 3 72a LAJ 202 77705 53-75a ^53-733 77777 1U 33373a N -77—BagI00 78/5 Nl71 Qac N O Z 53-760 N N Z 332 53N 3-70 373 N 446 N3-3 (U 577O a66N —0N 37 5377N 57-760 744 172j19097N 533-73-777 262 28l 357 W >372 ♦aja65 5]75 5780 7NN O 3370 N N9 0`0010 53-770 N33-771 173 73 800 N 33-790 N 53-795 53-790 N 0) 530 53-79$ .1 R :5ue2 3 -80 ?Q l 7a300 O 53-780N33-705 280 3-a 37aae Q 33-795 Q Nm53-781 53-7 ln 7 v • 37823 57-823 579 33 3-03 356 N53-82 652 26 7a20 530970O 1 180O 26a N m53-815 279 3'55 370 3-873083 N 33-B 2b5 355�33--8 85 aa9 3-3 -830 a 463 N a03N3-8t5 — 37820 333 0 636 —e) • T 53-813 278 0, 0356 n 53-Ba0CU 3 8aN 57alnl07 3-830 (j096 I! 37-836 — 3I 150 3-57 Tat833 338300 0 55a 0637 W 60 P 7a033-0 084 -d 53-865 330a,095 co 176 53732--67] 18G266 8a 277 33 53-0a0 Co n 338a30 a31 m a61 n n 5a2 O768 Itu oo 094 33— 0 7=t-E9 3gS0O)267 9 276 350 O a52 33-098 -8a5 53 638 ) 728 0W 308 nN081 739 -8 •m u -86 -66 Sa3 N0 N3 6a8 D) 711 1 33-890 P53883 0aa 8268 NP .57-959 ,0 Ix 366 433f 460 W ^ 0)086 5339W -1a 00o0875 P 33-080 ,0 P 3c -883 aaa5 33-090 531 640 3-920 0' 3 647 730ro 737,D0,2 .0,D] 7 593 269 53905 27a p) 360 367 aS9 3a 53-925 73 3-920^ 1]7 180 10 537911 53-910 '2 0 53-911 3-900 641 33-9a0 no53-9a3 nn0 66a63731 2533975 736088 n' 5�70 33 -953 • 53-90833-000 ^, 270 2771 33-%a 33933 33367a 364 ♦33l82 5a6 349 641 643 772 ^q'3-771Q o: 069 _I81 39 53-%0 - 3-9 7339 n cj 1n'.1. =O99P500 -iQ 17' �N 272 362 -80 N aa33687 3a 5a8 53- 770N - 1r_ -8 _Qan-' 53-96 53 9 -N 70 g -l7 644 N 53339; 53-980- a 1/ N^ :- - m CALLE�- 115601) SANTA CARMELITA UNIT No. 22 �y�// ? CHILLO E SANTA CARMELITA UNIT No. ' S SANTA CARMELITA UNITS No. 20,21 & 27 ` NOTE: LAST ACCOUNT NUMBER, ,22,23 THIS ASul - DELETED NUMBERS- 237,269 1 UPON -1 1 e- 6 - 6 - 13 - 1 SCALE BAR IN FEET: 0 1 075 m 53-665 0 a 0]6 53-723 079 E3Y---6- 104 163 CD 1. 33-633 1.6 ID - P 33-693 167 53-730 rl 5]-715 103 160 33-720 - 57-723 102 � n. 169 - m,n S 13?-637 2d9 53-630 288 -3a6 53-635 3a7 L 380 n 73 601 197 ^F 236 07 aal 5]-G30 - 33-65-633 ]3—(.50 287 a 53-666 07 i7-655 348 P 379 r 0] 53-690 10 257 Ol 53-663 378 _442 d a � 296 n 33-680 33-677 0 349 53860 %0 377 P 33-665 195 53-710 n 0 258 2 33-693 413 - 28S .. 3W P 0 Wl 53-600 ^ 376 p - 33-701 ` 194 33-)30 259 N 260 - 53-700 28a j7-6a0 (U53-740 ;0 Q 33-700 �• 375 L) ^ ` 193 2 N 444 S3-749 CALLE 080 101 r (70 l92 77-31t - N - ♦ %61 283 V 471 n n 330 731 07 m 53-665 170 .3 53-686 0% P 53-683 O O 533 469 534 53-745 a6B N N 333 363 0] n 626 661 0 n 71e 3S-Ta3 33-6a0 53-6a` ]6a S J-660 627 0) 660 719 SJ-661 a 53-661 363 UI 626 a d 639 � 72p P 33-673 57-660 73-67: 362.1 IRR 362 YI 629 O 638 n O 72t ^ ^ 53-705 33-6� 53-703 361 f - 630 637 722 ^ 33-723 33-700 :53_723 360 631 636 N 723 33-7a0 33-7a3 37-7a0 - -53-745 77-543 N SJ-733 53-760 'U 351 374 445 " a67 336 559 632 I00 17l 53-771 (U 77-705 53-754 - 33-753 N f 77-777 fU •• Q OJ N 57 7160 1U (U Q a66 337 53 6 80 N N 33,78I 333 N 446 (U 53--773 338 633 081 33-771 099 172 Z j 190. 262 Z W W Z OJ N 53-770 53-775 C, 53-780 A( N N 33-800 (U 28l N 3J-790 N 333 57-795 372 /U " ♦s7 337•t 337 63a 533-770 N 33-77-777 > Q > Q.. - W a65 338 O98 173 l89 263 280 53-790 IU V) Q 1.) r, 53-795 :NR N 33-000 N t) 33-803 0 37-785 a6a 739 73a33-78011( 371 4a8 336 ri F-Z 097 o N U1 (7a n l88 0 26a 279 33-820 N • 57-827 33-80a f 53-820 N 633 r 33-825 O333 73-830 N n 53-815 N --9 S 610 SJ-801 N n 463 N 340 2e5 - 278 n 33-- 330 53—Ba3 3J P20 N — 53- 5 I11 IA 636 T P 175 167 T n m 10 33-813 P 33-836 - 336 53-835 369 53-1 --855 a50 W u { in n 33 830.0 .0 -62 Sal 73a P •0 4ea 6 3 33637 873 18L 0) 277 33-64 0) 337 rn 53 368 451 097 n 176 "266 53 O E m IIIN 723 01 33-795 632 726 53-820 N V 33-833 651 O n 33-8a0 N 750 _ Oi 7_9 ; P 7i9 53-7C0 71 0 7a7 f .. 7a6 /•1 N 745 f - ' 53-760'U 744 � y 537770 lU N 743 5J-790 N h 7a2 53-8I0 N 741 f 37-830 Ipj( 085 -Ba5 0 -Ba3 ^ 461 P n 342 S 09aEl87 267 33-898 -845 Z 333 638 bag— n CD ^ LL m n - - 8 739 276 338 53-880 73-880S0m a n a 367 a52 W 33-883 _8086 a 0) 57-663 33-86eg 0 - 01 P 9a3(n 332 679 6a8 ^ 729 738 097"l8� 268 0W .. -' O)N.. 0]53-890a a 275 359 366 ♦635J-900 :0 I P 53-959 ;p `� P 53-880 `0 P 4;D 460 71a 331 610 a 6a7 730 33-883 P P a 7 7 087 - 53-890 73 920 -•U�j092 179 183 269 53-920 -. 0` 53-925 :0 0• a ,0 O. 274 360 363 a3a 330 6a1 57-9031f7 0 53-9I1 N o 459 5a3 no 6a6 731 a 7J633-910 ,. „ 33-911 oO088 -{ 13- 091 lea IB2, 270 273 53-900 940 -... 53-943 1-20 53-975 c •+ SJ-957 53-908 -� l3' Y 361 3-950 5395S13'— •+ 519 6a? mg 735 - 6 73-%a :33-933 364 33 438 546 009 - 33-920 ^ l3' 33-960 ^ ^' CO90 181 77-5W N ft cu 271 72N 362 363 a53-97053-980 C, N 56a57 7a7 Sa8 6a3 53-965 -- OI 7-78073a- .' `�J-9a7 m 53-980 •+ 1 P1 N rT u-3602)- P - (17602) WIMP.- , — - CALLE ti -- �- �/ CHILLO SANTA CARMELITA UNIT No. 22 / ` �� u iiK: SANTA CARMELITA UNIT Noa LAST ACCOUNT NUMBER, DELETED NUMBERS, 237.265 SANTA CARMELITA UNITS No. 20,21 ,22,23 & 27 NOT[: TN(S 4 SU sN UPON $ 6 - 6 - 13 - 1 SCALE BAR IN FEET: 0 1 a SPECIAL CONDITIONS --PERMIT NO. 3080. --- CVWD -- 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. CVWD, hereinafter referred. to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September'30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. 73 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 iri 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, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3080' _ Page 1 of 4. SPECIAL CONDITIONS --PERMIT NO. 3080 CVWD --- 8. 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 one travel, lane of paved surface shall be maintained with flagmen at all times. 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 No: 3080 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3080 --- CVWD --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one. per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the .open length of trench. ' G. The depth of the randomly selected compaction tests shall also be randomly selected except. that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. I. All costs incurred due to the 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 No. 3080 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3080 --- CVWD --- C. Permanent pavement replacement shall be installed using a City approved 3/a" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the.City prior to its placement. D.. Cold -Mill and Overlay- The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut 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 a parking lane: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in 'a traffic ' lane: two (2), 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/a" max medium asphalt concrete shall be installed from saw -cut edge to'saw-cut edge flush with the existing street surface. The base course lift of paving shall not be left 0._10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops 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 limit of the Truck Route network) is three (3) tons; trucks exceeding the weight it 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. This permit allows for the.abandoning of.a one (1) inch water service on Avenida Carranza. 19.. The City of La Quints reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3080 . Page 4 of 4 •Z 4.. The following General and Special Provisions are attached to and made a part of Permit No. GENERAL: PROVISIONS The following shall always apply: ENROACHMENf ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of U Quints. right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRAULAYING CONMUCTION EQUIPMEMP: Cleated tracilaying construction'equipment shall not be permitted to operate on any, paved surface unless fitted with smooth-Noed' 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 cost as specified above. PROTECTION OF TRAFFIC: All excavations and work area 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 for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE SMUC7URES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kid. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all tunes for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way- All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and -compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be -removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE-WAMM'OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads., it shell be the responsibility of the permittee.(cotivactor) to control this water and to provide off-street barricades when necessary.. CLOSING SI'RFEI'S: No street shall be closed.. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the'event it is felt by the pernttee that he 'must close a street for any length of time, permittee shall contact this office.to obtain the necessary permission. SPECIAL PROVISIONS The following shell apply when indicated: R!1 _ NOTIFICATION: Permittee shall notify the City at '(619)777-7075 at least 4(1 hours in advance of starting construction. R.' UIUM CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints, right of way authorized by permit, the permium 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. 1 n i U7UXff CLEARANC& (Surface Structures) No work shell be done under this permit until all utilities are clear of the Proposed wont site. The permittee shall notify all concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C.' paving placed on inches of class aggregate subbase course having an 'R' value of not leas than and in conformance with City of LA Quinta Road Improvement Staida ds'and Specifications, Ordinance 0461. R5 PARHWAY GRADING: Area between the property line'and top of the proposed concrete curb shall - be graded to a elope of inch. to one coot (11. R6 GRADE' (EEC INGe City of Ia Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 CURB REMOVAL. FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depmaeed curb, matching concrete gutter,and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. RS DRIVEWAYS: A.C. driveways shell be constructed as net to alter existing drainage pattern. Surfacing between the property line and the existing road paving shell be 2 112 inches of A.C. paving placed on of class aggregate base. Driveway construction shall conform to attached drawing. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times, RIO SOIL STERI dZFdt: The area to be surfaced shall be, treated with soil sterilizer. Rate of application shell commply with. the manufacturer's specification. R 11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State of City of La Quints, projects. T.1 SURVEYMONUMENTS: Prior to excavation or beginning of construction, all survey monuments whicb exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permitme. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. R 13 PAVEMENT CU771NG: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer.. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R 15 BAC FU.L MA71 MIAL: 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 Baud or gravel. R16 BACKFiLL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be•placed in lifts of not greater than throe feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFJLL PLACFJ►►g► f- Backfill shall be applied• in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Caro 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 lees 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 roach the bottom of each layer and the water supply shall be continuous. RIB COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) teat on each road: One.(1) copy of each teat shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction taste shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R19 COMPACTION TEM: 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 testa shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 9,2.0 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 SC4W temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no can shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2) of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. R2 2 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. R2 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shell be replaced upon completion of permanent repairs. R24 TRFZ RFd4DCA71ON OR Ri04 0VAIA Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the -tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be bacldilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the wont 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 leas 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.