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3947fit• t }7 Y ', ' ,?' . 'NOTE: owlWith proper. validation this form constitutes an encroachment permit CITY.. OF LA QUIN:TA APPLICATION FOR".,, -PERMIT ti. PUBLIC'`WORKS''CONSTRUCTION :(ENCROACHMENT) ;:� '.�;•'Sw� OF For ,the construction of public or . private/Curbs, 'driveways, pavements', sidewalks, parking lots, .sewers, water mains ` and other -like public works improvements in connectioRwith.MINOR IMPROV'EMENTS'and'APPROVED SUBDIVISIONS Subdivision Improvement Permit -Class III DATE: Minor Improvement Permit Class IV 51' 375, 51w445, 51-�425 Ca1le Maemewe ,LOCATION OF CONSTRUCTION , (Streetraaddress or. Description of Location) , PURPOSE OF CONSTRUCTION Inete21 3 h`r .�8'trx Sketch (attach construction plans if a w�•, P PPropriate) DESCRIPTION OF CONSTRUCTION 1netall 3' - ' Ill '�1'Ater •�. aex'viCea • ' r: ., *See- Atfia�hed 6P®ciaZ Go~iditions* DIMENSION OF• INSTALLATION OR REMOVAL. '1"• Coo 'a'� .'eerviee• , SIZE•OF EXCAVATION, IF NEEDEDx S� APPROXIMATE TIME WHEN WORK' WILL BEGIN 003 APPROXIMATE TIME OF COMPLETION AiSusti ZS. 206 ESTIMATED CONSTRUCTION COST $ ' 3.300 (I ncluding:removal 'of all 'obstruction, materials;:and debris, backf illing, com ' paction and placing, permanent resurfacing and/or, replacing improvements) F In consideration of 'the granting of this permit, .the applicant hereby, 1agrees, to: Indemnify, .defend and• save the City, its authorized. agents, officers, representatives and employees;' ha�mless'from and against any and `all . :penalties; Liabilities or loss resulting from claims or court action and arising out of any accident; loss or damage'to.persons or. property happening or occurring as a proximate'. result of any work undertaken under the permif'.granfed'pursuant to*this application.'' 'Notify the Administrative Authority at tleast 'twenty-four (24) hours in. advance of.I the time "when work will be started. Comply, with'all applicable City Ordinances, the.terms and conditions of -the permitLand 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: Jq Signature of Applic1ntor' Agent P.Q. 8nx '1056'1-4 floahela (750)' 398-2651 a 3505 - N+ame of.Applicant (please print).• Business Address Telephone. No. Name of Contractor and Job Foreman L gusiness,Address . Telephone No. Contractor's License No.: City ;Business -License No. Applicant's Insurance Company Policy Number: FEES: 'Subdivision 'Improvement Permit Class III Public improvemerim'3% of estimated construc`tiori.costs . Private improvements.:,3%.of e'stimated'construction.Costs - Minor. ImprovementPermit� Class, IV: See attached schedule ' d-947 :w . Inspection Fee $ PERMIT VALIDATION Permit Fee' 3947 : PERMIT .NO,: j" Penalty Cash Deposit Surety Bond' DATE APPROVED July 17. 2003 if. required . 3uly 31 2004 EXPIRATITE ON DA f. TOTAL'_'.✓' —�! u'r� Receipt No. Ret:eived•b y' :Date Administrative Authority Rec r 1 ^t o ded b _ Y T I • hone: 76 777 7 e e 0 075 t. ti E. NOTE: . / n, With proper validation this form constitutes an CITY OF LA QUINTA ~' encroachment permit • APPLICATION FOR PERMIT �, `'•�:, '\ ) i� PUBLIC WORKS CONSTRUCTION (ENCROiACHMd NT•); c ' For the construction of public or private curbs, driveways, pavement, sfdevlralks 1 parkir{g'lots, sewers, water mains and other like public works improvements in connection with MINOR tyP IDVEAENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit'- Class I I I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION'"/�� J''�4�.7 % y�-S� ClLre, (Street address or Description of Location) yam' »t • PURPOSE OF CONSTRUCTION 9:z— l/ Sketch (attach const on plans if-app`ropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF N TALLATI F!Er*,-- rr �-^-' i�'�•! '�" r 1117645f <1 REC" SIZE OF EXCAVATIQ.N; IF^N E,PE�� ' •'� E ' L APPROXIMATE TI W4N O' K WELL BEGIN JUL ' 0' 9 2003 APPROXI A, I E F k.9MPLETION 4' ` l• ESTIMAT D 09 S R �T19N COST $ I PUBLIC WORKS (Inc!,ufJing rhmovaV6f all Wtruction, materials,4W&t!@b't�s, filling, com- p coon •and `placg permanent resurfacing 4Ki I/grjepl�r�ng p�bVements) In c �de\rati�,n of the granting. of this pe1-1, tn9. ap li�anyhereby agrees to: rldemnifyl\defend and save the City, its aatha ized�g�ts, officers, representatives end employees, harmless from and against any and all penylteVliabllitles or loss resulting from Vlaimb.�f c"''''______ffffff/"/"/"/""/"/.rt action and arising out. of any accident, loss or damage to .persons or property ' h�ai$peMng or occurring as a proximate resukof anyy4ork undertaken under the permit granted pursuant to this application. f�fotify the Administrative Authority at least tin"r9'n'fyfour (24) hours In advance of the time when woik will be alerted. 'Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules an regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of th' jdri. • t of licant or gent n 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 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 VALIDATION t Permit Fee PERMIT NO. A 1 " Penalty Cash Deposit -Surety Bond DATE APPROVED if required 'EXPIRATION DATE TOTAL: $ DATE ISSUED Receipt No. By Received by Date Administrative Authority Recorded by Telephone: (760) 777-7075 r , 123 1CC ,D q 8'STUB .. • aKn uuy .. - . 78-186 .. IRR I TA BUENA 002 NI20ZS1-05142143�142 — &,L ' A169 R 68 Z76 77 C 7sz145 114 D 119 rcaC, �... 78-182 - p OD o a s _ PRIVATE N pis O - * U ' _ FONDAO===C=oc::A. _ 6F • < ue 78-226 Oa -.SENIOR CENTER ` L 145.1 .144.1 004 IRR. 8•D.I.P.-94 (20342)Li ' 2 - f�a2j. D6� • r 010 Oil Z LLB • i IRR eo w 2 W1 S'DrP_y8 AVENIDA LA FONDA 8I BO 8 I "122706) 6'DIP-98 - In 4 - :S 6 _ 242 241 240. 108 " 517-255 78-190 78-200 78-222 109 N 51-275 ` FOR TUNA s o7p 110 � ss -2 i-29 ,. 239 11L m m ' 216 217 78-235 a 5I-315 a 78-225 n a 112 0 In 51-325 4' S' 7 6 CALLE I CADIZ 219 2l8 113 Ili 78-220 23-8 5I-401 114 N g3T 115 237 n n tl6 V 295 236 78-195 ' 78-215 � 117 51-485 o N 6 DIP-9 012' -� 107 • O 084 083 .r 060 059 R 51-270 N 036 -• 78-411 035 v 51 -270 N . 51-270 N 51-228 N 106 (+1 51-296 N O85 N 51-275 11. 082 m 51-250 N 061 N 51-29511• 058 I9 S1-316 N 037 N 51-275 - 034 51-280 M 013 N -�-- 11' m 4` n IV fU .105 086 t7 OB! 062 037 51-410 N t7 033 - fU 014 PI - SI-30D N _ m SI-288 N q 5033 5 P , m I04 087 _ p 080 51-296 N< 51-412 Q1 039 Q — 1 a 032 511-310 N 015 1 p 51-320 N d �� 51- 335 a Z W UJ - ZD ]03 c 51-310 N 088 .079 c 51-300 N 064 51-355 055 c 5)-414 N 040' In 51-355 031, m ' 51-350 N 016 Q 102 0� 089 = 078 065 054 T 041 030' N - + 017, H 51-360 51-375 ,51-416 51-365 m 51-380 "51-295 Q 101 090, - 077 066 053 042 029 O18 51-400 m n _ d1 51-360 T n'S1-395 m r 51-385 U Q W 828 n 51-395 100 A -091. 076 067 m' 052 043 W 019 51-405 m - S1-405 51-420 51-405 c N N 027 - 099 p• 092 �'+ 075 .D 068 Q, 0 05l % 044 N 220 N O• N 51-415 51- 220 W J J 026Lr) 098 51-450 .. 0 093 51-445 074tr) 0 069 - 51-455 .W 050 'Ln 51-422 ^ m 045' W J 021 51-421 J , c Q J .~ Q - 094 073 070 046 025 O 022 U Q 049 v U U097 S1-47o -. - 51-465 nnNi .+ 51-475 - U 51-460 .-. -' 51-461 ' 096 f'1 78-270-� N 095 .4 51-485 072 I•1 .. 071 N51-495 048 (7 .. 51-480 N 047 024 , 7-4 NSI-495 - 6'DIP-98 (22708) 6'DIP-92 ll' ya _1 m a N Y m m d 6 � N 30, z O W J 0 J U z 011 Q IRR:. 010 IRR. (18028) a 2 T. AVENIDA NUESTRA T T ' UESi=RT• CLUB __z m ' — 52 N UN T .N0..2 ol 4 - r I 123 8'STUB wK uu•r •. - IRR A ' LA OUINTA 0. BUENA a c) . 120 . - , .. W i -+e 002 51-051 o r � m 42' ` 6�9 •P 143 _JI. 142 W I +9 < 4� CIVIC CENTER m m 69 68 Z `a G. 76 77. v 7' ol-a .. �145 lag , D 11y a m r• , L- _ _ _ __ _—_ a _ 78-182 p a W LL 4 ` •,. PRIVATE LINE - - C U E ONDA e. 6 q /o oc=== c=c== - 78-226 ' SENIOR CENTER - • + - '1 145.1 149.1 —_ 004 IRR. 8•D.I.P.-94 ^(20342) t ' _ Ljj IRR , ~ 81 "80 8 a1P,9g AVENIDA , 6'DIP-98 , (22706)~ - LA 'FONDA 6-DIP-99 1 �- - r'i 4 IS 6 . 242 241 240 . 1oe ^ 51-255 78-190 78-200 78-222 ^ 109 N 51-275 FOR TUNA 6.o7p Ito m 51-29ii �O - 239 711 m 0 216 217 78-235" a 51-315 a ' 78-225 • I12 ,p In 51-325 r 4 5 7 6 CALLE'I CADIZ 219. — tie 70-220 238- 113 . " ^• 51-401 114 " Di — . a 8�') l2� 'l15 237 n * n 116 C 235 236 78-195 78-215 - It7 ' In Sl-48g 6^DIP-92 1 _ - i Q L J, m • Y m• m » - d / 30' - W 4 -i ' (� U z , Oil Q IRR.. IRR. > , - U8028) T` AVENIDA- 1 NUESTRA T T _ UESi=RT CLUB In ' N 52 .' N t UN T .NO..2 m P N 012 -• 107 < .r 084 OB3 - Q 060 Ogg.. 51-270 N 036 -• 78-411 035 7 51-270 N - 'S1-228 I'd 'I06 f+f . 085 N 11, 082 f+f 061 N gi-295W 059 ryl (U + 037'. N_9-275 034 51-280 M 013 N — 51-296 (U 51-275 51-250 IU m d 51-316 11' lu 105 086 '. (7 - OBI 062 m•• 057 51-410 N t7 - 038 -033 .N fU 019 51-300 (U m 51-288 fU .. O 51-315 + ..104 087 c 080 51-296 N 063 v SI-335 ;0 OJ 056 51-4i2' N< '039 m u 0 2 51-3t0 N m Ol5 a -- 51-320 N a a a � Z - - .0 I03 0 088 N 079 0 064 O55 0 040 N 031 O ZD 016 51-310 N W -51-300 N to 51-355 + g]-414 N 51-355 51-350 fu N Q IO2 0+ 089 S 078. 0. 065 054 Q` 041 030 ul 017 f - Q F 51-360 -51-375 - Sl-416 51-365 Q m. 51-380 51-295 q 077 066 101090 1� Og3 042 029 018 U St-400 nWJ: 51-360 m i 51-395 m n $1-395 U - m 028 n 51-395 100 ti ,` -091• m 076 n. 067 W 052 �' ' 043 CD 019 51-405 mn+ o SI-405 S1-420 51-405 c N 027 51-420 .. 099 .O .-. N 092 �( 075 ' 068 n OSl N 044 51-415 N 0, 020 N J - N 026 ^� Li 098 o ..093 51-445 074 N o 069 51-455 W 050 In m 045 J JQ 0 021 -+ 51-421 51-450.-• -+ c -1 .. .. 51-422 ^ -I A-ii U Q 049 ,f U 097 094 073 v 070 046 025 v 022 v SL-470 -+ : Si-46g .: 51-475 U 51-460 ^' .. .. -� 51-461 096 !1 N 519'3 072 071 N 51-495 048 (7 51-480 1) N 047 024 t7 023' N SI-495 78-270Q 6'DIP-98 t2270W 123 1eC 10 4 8•STUB -. ra uuy 1.U7e-ie6 - , . - IRR 1BUENA — (Z(42' 143 9 10'142 WG �1f969 •Pz 68 Z76 77 -4145 l� D119 0 ` ___78-182 p 0) PRIVATE [NE-OC�C�OC=O 0 FONDA00000000: <. a9 78-226 SENIOR CENTER -' 145.1 144A • 004 \ IRR. 8'D.I.P.-94 (20342) w @2j 1 f 010 OII F -z LLI + "l IRR u1ry f a•nm-98 AVENIDA LA FONDA, 8t 80 = 8 (22706) 6'D1P-98 (n 4 6 • 242 ., 241 . 240 los ^ g1-255 78-190 78-200 78-222 I09 , N 51-275 FORTUNA 6 d(.o 110 (•1 51-295 `Or _ 239 111 m P 216 217 78-235 a 5I-315 a 78-225 n a _ Ill :D 51-325 4 5 7 6 CALLE' CADIZ ere 21e 113 78-220� 238 . -4 ^ SI-401 114 a l26�g37 115 � 237 M r 116 7 235. 236 78-I95 78-215 - 117 In 51-485 N 6 DIP-9 012 rr I01 y . S1-270 N �' 284 083 a gl_2� N 060 ^ 059 < 51-270 N 036 ^ 78-411 035 p 51-270 (U y-106; 51-296 (U ll' O85 N 51-275 082 II151-250 N 061 N SI-29g11, m 4^ a O58 51-316 N 037 N 51-275 ' 034- 51-280 M ll' N 013 N' , ' 105 N 086 M OBI 062 M O$7 51-a10 N M 03 033 014 M . 51-300 m a Ld 51-288 N o • m ,N m 104 N O 087 O80 SI-296 N 063 v SIi335 �0 _ O J 056n 51-aF2 51310 N103 015SI-320 Z279 W c N 088� c 51-300 Nit) 064O55 S1-355 g17414 F5315 03l 51-350'N102 .6.n 51-330 0+ 089 = 078 0) 065 054 030 N Ol7 F- 51-360 51-375` 51-416 Q m 51-380 51-295 Q 077 066 D �`090.� .053 042 029 --4 SI-400 m `o—� w r Ol 5I-360 51-395 �067- W n 51-385 C) �- OD 028 n - -3 n SI-395 100 O) 076 m 052 043- 0) RI-9 51-405 m 51-405 51-420 ^ 51-405 c N 027 51-420 . 099 ( 092 �-•.. - °75 068 o 1u OSI 044 51-4I5 020 N N J J _ N 026 W 098L 0 293 51-445 274 N ^ o 069 51-455 W 050.'M ^ O 045 ^ - J 'J 0 021 ^ 51-421 J 51-450 .+ ^ c Q -. - J 51-422 Q U Q 049 097 094 073 070 046 O^022 SI-470 ^ SI-463 v 51-475 .025 ^51-461 ^Tj MN51-495 07047'024 rw M 023 NSF-4954 78-270•' - 6'DIP-98 (22768) 6•DIP-92 ' ll• m Q N ,Y m . m d o N - o 30` O W J C7 J z U O11 Q IRR.. 010 ,> >> , IRR. (18028) a 2 T. AVENIDA NUESTRA T T DESERT' CLUB _CD 52 N UN T .N0..2 m 0. 1 0ll I o J ~ Z N � F I - � •.Oi . J Z Q IZ u la a I� o la 0. IL y��yS I J " II 3N1 I 31VARid , alrc O Z W . � Q ' N z z. u u O) m m or SO\ z to 6 S1bv D oI1' 6 -dIQ.9 P 4 n N m 0. (80 22) Lu co oI �I �I oI �I SIN all 9 of oIP oIP oIP N V, N N N T 2 E b S L 8 6 OT TS 2t b2 E2 22 12 02 6 BT LS" 9S SS b[ EI N ^ aIN mY N' .it of aIN N of ol: of el ol^ of of dewnodr III 86-dIQ.9 (BOL22> N N W18 In in olm oIN sI alm al" aI^ al" oll al of al N N N N S 2 E b S L 8 6 OT TT L. 42 £2 , 22 12 02 6 8I LT 91 ST bT ET oIP• el� ol� ela 1.0 olP of olp elI" ola ol? N N N N N N N N N N 0-110-11 86-dIQ.9 I t L0422) N•• -N N N N N N N of O O O I N N N N N N N N N T 2 £' b S. L 8' 6 OT TT 21 m P 42 E2 22 12 02 61- 81 LT 91' St bT EI ° g N aIN N N N old m oIN O 0, ol� P sly m sl r 0.D alb sl N sl of N of N sl 3W3N3 H 86-dIQ.9 (10422) N OIN OI _ OI OI mI I •� OI• PIa'.r ,. OI'` V OI.I. .0 OIP 0 OI_ OI N N N I+ 2 E. b SL-�'8(�'6, _OI ti 2T 42 E2 22, '12 02 6 8T SOT -91 ST 4T Etm of oIP olP Ro N to 'N ' IA N . N , N to to 't vwvwi,♦no 371VO n m Q3SOdUdd 6-dIQ.(LOL22) In + <I n ¢ aIN mIN SIN -I^ NIA b6=d'I'Q.8 (I>E02) tn. O N yt .m T 'z E b S•. 1 2 E b S .. � 19 L9 8L' 6L ,. NL L. J T. (U rt. P N J m - m �I PI mlm ryZo NIm . NIr NI J R N VENTURAto, . � z 2 9• N !` •UI'N?.I CD n •�I: 0 O • NIm • b` NI.,NIO�W\ • 7ca _ d. N P dI ? n P N q N s. NIm aI N n oIP 0 OI 0) NIn NIm 0 LL • ^• - t stric di xt/ego July 3. 1995 cTl37A ' • ..r f .. noes SYHIOVLL 0.11 - a-)•90 rY Pr• r maul w g nv, =wYY • � dru . - • r • � . - MOY.wmrM ll ew wa/wr a [11tt' .. exwMrY• I Mwk rrdw I •r• fY• /.I. a TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL * • See'NOtea 2 and a . ! - - - C77 - �C36 ' 1 C9A ` 03 r Or CID a P�17 - y ROAD ROAD - i- PREPARE = Von mbi•ETa .. • See Note 7 - 1 , 1 - 10 DEAD AI(IDCNC13 - - - STOk •"ote 9 R❑ lSoeeds less C O • •1 1 See Note 7 than 70 km/ni Cones 30-m max apacNg I 1 �. �� • - ILI variable NSee'IabN D I �� KO m t0 300 m 150 MAdvance to 300 m abort ISee Note L — !• E3T f Cbauren tones or OarrlEoaes • • .r• • T. • 6­0 ••T ••, 4­7 , • T • it • �•• r•t, - } :ii _ �� • . Advance warning, ' - • - +• , ng. signs • � r • r Rd1A �ANE� _ + ,. • ' —� x 0 ,i ISO m to 300 at apart. See Not. L ISO m to 300 m• • ; �' • • _ _ , • pptl0nd taper 130 in, rnroxt 4 • • f • } M . " • , f . - - r• • . See Note 7 e r ' f or IIOAD • • • + i C13 0 CPI © .�- PREP� LAN SIGN PANEL SIZE (Min) • m6lal a WORA To - - CLOSED y • r • • 1 t See Mote a •'• , r • - ' AHEAD n STOP Q •� A A g IZOO mm x 1200 mm - Speeaa of 70 km/h or mre [• B3 C9A C)6' CXt $ee Note B ,e • 900 mm x 900 mm - Speeds loss than 10 km/h (exc of C231 - W See Notes 2 and A �ISpeeas less • - 8Q TSO mm ■ 750 Ina • _, r - - than 70 kWh) + LEGEND t D1200 y p 1200 mm x 450 mm • Traffic Cone *• TABLE II, Portable Sign NOTES I: Wtlere approach speeds ore Ilow. nlgns'moy 6. Portable delineators, placed of one-half the. - - be paced of 90 m spoclnO.ond In urban spacing Indicated for traffic Cones, may be used WOO& closer. N Rau of coma for daytime Wsnres orgy. f ` 2. All advance warning sign Installations Shod T. ►dditional advance flog0ers may be required. Flogger be equipped with flagsfordaytime closures, noted far work - night fohm be lgumlheled a3 rated In Section S-Oi of the current edlt ton of f� Direction of Travel V 'Portable Flashing Beacon ' • e t ♦ Flogger - Flcshing beacons Shag be placed of the - the ••Yanlalof Traffic Controls"published by the ` locations Indicated during night taro etosves. - State of CoOfOrnim Department of Tronaportotl0h. •• • dowrWo by 20 percent M austalnt - _ donnas aes steeper than 3 percent r 3. A C13 "END CONSTRUCTION" or CIA "END ROAD WORN B. Race C30 "LANE CLOSED;' sign at 150 to 300 IS Intervals and longer than L6 km. _ • algr16 as apwopr lose, ehlad be paced at the, end thrOugiaut extended work areas. They are optional of the lane controlwise the and of wOrk area If the work area visible from the flogger Station, t - SIATF OF CALIFORNA la o0vloua. ar ends within o larger prOlect am116. - DEPARTKN OF I ANSPORIAIION , When . pilot car Is used. pace q C)7 _ - - A. If the CIS for C231 Sign would follow within 60D m "TRAFFIC CONTROL -WAIT FORA PLOT CAR"aeon. • TRAFFIC C O N T R O L S Y�S T E M FOR LANE' CLOSURE Of O Stationary Cl8.C23. or CII "STATE - - NGHWAY CONSTRUCTION NEXT ISLES".use a ' - T n ON TWO LANE CONVENTIONAL HIGHWAYS - - • C9A slOn for the first advance warning 519M . y _ ' S. AT Cones used for night line closures shut be _tie _•, - �- - NSCALE fitted with reflective Sleeves as specified _ - ,+'. - - - ALL DIM ENSIOHS •IRE IN > In the speclflcollons. - - - MILLIMETERS UNLE56 0TNERTRISE SHOWN T13 � _ • r I Approach Speed Ikm/h1 • 111 Im1 • 0-50 60 SO.10 90 over TO 150 PERMIT NO.3947 Coachella Valley Water District 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. CN WD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 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 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 be set 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 Page 1 of 4 PERMIT NO, 3947 Coachella Valley Water District 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 lanes of paved surface,shall be maintained at all times. t4 8. 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. 9. 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. 10. 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 maybe 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 appropriate moisture content for compaction. The appropriate moisture contenf 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 Page 2 of 4 PERMIT NO.3947 . Coachella Valley Water District 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. K 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. 11. 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. 12. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 13. Access and egress to all local properties shall be maintained at all times. 14. 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. C. Permanent pavement replacement shall be installed using a City approved 3/4" max "medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 3 of 4 PERMIT NO.3947 Coachella Valley Water District. 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 a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (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. 15. 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. 16. 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 17. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 18. 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. 19. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit_ from the City to perform the required restoration work. Special Conditions Page 4 of 4 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 3947 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request,that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed." A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( '* N/A ** ) aggregate sub -base course having an "R" value of not. less than ( ** N/A ") and in conformance with the City of. La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/A") to one foot (1'). " ❑ R6 GRADE CHECKING: City of La 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 (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing'road paving shall be two and a half inches (2 %") of A.C. paving on (" N/A ") of class (*' N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® R11 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 or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or 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 one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever. is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom.of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand •(1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division_ _ of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( "" N/A " ) inches of A.0 surfacing placed on a ( " N/A "" ) inch ('" N/A "" ) aggregate base shall be placed no later than ('" N/A'") days after completion of temporary road repair. ❑ R22 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. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 'riot less than ninety percent (90%) or equivalent tot 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.