Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
7024
Finance Revenue Code E-1 T4t!t 4 4 Q" - ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, seN works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. )ublic Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): SW Corner of Westward Ho and Jefferson St PURPOSE OF CONSTRUCTION: Install PVC piping and various sized hand hole ad fiber optics ;f? DESCRIPTION OF CONSTRUCTION: See attached maps and plans DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans. APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF COMPLETION:One month from start ESTIMATED CONSTRUCTION COST: $63,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: /4/&&6 f 2,- L9>ti /94 74. In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. 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 Applica or Agent Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. TBD Name of Contractor and Job Foreman Business Address Telephone No. TBD TBD Contractor's License No. City Business License No. TBD TBD 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. As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $1,890.00 $100.00 $ $ tD $1,990.00 PERMIT NO.7024 DATE APPROVED: L54 Z4b7 EXPIRA,TIOr#NDIATE: �Fi3• BY: i yam% Administrative Authority CINI 1ec&noPogoe:s January 22, 2007 Timothy R. Jonasson, P.E. Public Works Director/City Engineer 78-495 Caller Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinta, Plan #0540-7PFAOIBR-H4004 Location: La Quinta, CA 92253 — *JEFFERSON ST ROAD RUNNER LN DUNE PALMS RD * HORSE SHOE RD *FISTA DR HUMMINGBIRD LN *Lane Closures Materials: Conduit — 4" PVC 7 ft 1.25" PVC 4528 ft 1.5" PVC ft 2" PVC ft 1.25" Shadow Conduit 478 ft Boxes - 17" x 30" Hand Holes 9 24" x 36" Hand Holes 3 36" x 60" Pull Box 15" x 20" Hand Holes 5 WESTWARD HO AVE CORTEZ IN Construction - Bore Footage 4812 Trench Footage 7 Page 1 of 2 r PROJECT LOCATIONS AND. LIMITS STREET NAME LANES FROM TO Adams Street NB/SB • H 111 Ns Westward Ho Drive SQUARE FEET Adams Street' Adams Street NB/SB Miles Ave Ns La Palma Drive s/s 102,600 98,475 Alden Circle' NB/SB EB/W8 La Palma Drive s/s SeeleyDrive Fred WaringDrive s/s 48,300. 48.300 Arbota Circle EB/WB Fronterra Drive End CDS 20,880 Arosa Wa Arose Way080 Villeta Drive s/s .. La Palma Drive Ns 13,719 Ashle . Place La Palma Drive s/s Carrie Lane Sanita Drive Ns 10,440 Ashley Wa AshwoodCourt e/s Ashley Place ri/s. Ashle Way e/s Desert Stream Drive s/s 28,800 7,740 PNB/SB Ba a Avenue s/s CDS Avenida Alvarado Calle. Duran oNs Celle Sinaloa s/s 8,559 19840 Avenida Alvarado Avenida.ANaratio Calle Sinaloa n/s AvenidaMontezuma s/s 20,800 AvenidaCarranza NB/SB Avenida Montezuma n/s. Calla Yucatan s/s 12800. Avenida Carrariza NB/SB Celle Dura o Ns Calle Sinaloa n/s Celle Sinaloa s/s Avenida Montezuma s/s 19680 Avenlda:Carranza NB/SB. Avenida Montezuma Ns COS- 38;400.: ' Avbnida:Cortez NB/SB Calle Duran o Ns - Calle Sinaloa s/s 20;960; .20;ppp; Avenida Dlaz Avenida Diaz • NB/SB Cage Durango Ns Celle Sinaloa s/s 19 gqp , Avenida.0iaz NB/SB Calla Sinaloa n/s Avenida Montezuma s/s 19,840 Avenida Juarez NB/SB Avenida Montezuma n/s Celle Yucatan s/s 22,080 Avenida Juarez NB/SB NB/SB Calle Duran o Ns Calle Sinaloa Ns Calle Sinaloa s/s 19,840 Avenida Juarez . NB/SB Avenida Montezuma s/s Avenida Montezuma n/s Calle Yucatan s/s '121.60 Avenida La Fonda EBIWB Desert Club'Drive e/s • Washington Street w/s 23,680 63,680 Avenida.Madero NB/SS Calla Duran o Ns Calla Sinaloa.s/s 20;46,0 Avenida Madero Avenida NB/SB. Cage Sinaloa n/s Avenida Montezuma s!s 9,900. Montezuma . NB/SB Calle Ensenada s/s - Calle Durango Ns 39;750 39j750` Montezuma NB/SB Calle Durango Ns Avenida Rubio w/s lAvenida Avenida Montezuma EB/WB Avenida Rubio w/s. Avenida Carranza w/s 37;120 Avenidaftntezuma EB/WB Avenida Carranza w/s EisenhowerDrive w/s 47;975. Avenida:Montezuma .. B/WB E Avenida Juarez w/s: Avenida Alvarado w/s 30,400 Avenida,Morales. , NB/SB Avenida Montezuma s/s Calle Duran o Ns 19,200' Avenida Obr. on NB/SB Re.Durango Ns • Celle Sinaloa s/s 19,840 Avenida.Obre' on NB/SB Cage Sinaloa Ns Avenida Montezuma-s/s 28,000. Avenida Obre on NB/SB Avenida Montezuma Ns Avenida:Montezuma:res s 2,880 Avenida:Obregon NB/SB Avenida Alvarado wls CDS 18;T.63' Avenida Ramirez NB/SB Celle Duran Ns Calle Sinaloa s/s 19,520. enida Ramirez NB/SB Calle Sinaloa. n/s Avenida MontZ_ff .s/s 41 120: ' enida Ramirez. rA NB/$B Avenida Montezuma Ns GDS 22,624 enldfla o.. NB/SB . Celle Duran o n!s Celle Sinaloa s/s_ 1g ggp enida Rubio NB/SB Calla Sinaloa Ns Avenida Montezuma s/s 17;120: Avenida Rutilo. NB/SB Avenida Montezuma Ns Cage Yucatan s/s 19,680 . Avenida Vallejo NS/SB Cage. Duran o Ns Calle Sinaloa s/s 20:625 Avenida Vallejo NB/SB Calle Sinaloa Ns Avenida Montezuma 42.735 Avenida Valle o NB/SB Avenida Montezuma Ns CDS • '24,340 Avenida Velasco NB/SB Calle Sonora s/s Calle Durango Ns 18,400 Avenida Velasco NB/SB. Cage Durango s/s. Calle Sinaloa Ns 19,840 Avenida Velasco NB/SB Avenida Montezuma Ns CDS 23;549 Avenue 47 EB/WB Washington Street e/s Adams Street w/s 108,145 Bayberry136yberry Lane EBlWB Coldbrook Lane e/s Deerbrook Lane Ws 30,600 BayberryLane EB/WB Deerbrook Lane e/s Sunbrook Lane w/s 7;g2p, Ba Lane EBANB Sunbrook Lane e/s Adams Street w!s 4,680 Birchcrest Circle_.. NB/SB Bayberry Lane Ns Bayberry Lane Ns 44,800 Blazing Star Lane NB/SB Star Flower Trail Ns Buttercup. Lane wis 38,160 Blazing Star Lane EB/WB Buttercup Lane w/s Dune Palms Road e/s "29,520 Bradford Circle Seeley Drive End 23,040 Brid elte Way NB/SB Desert Stream n/s Miles Avenue s/s 54,000 Page 1 CiE-j.d� C 1 P Nam. Zoob�-off 0 0 0 ButtercupLane NB/S8 Buttercup Lane NBISB End Blazing Star Trail Ns 14A00 Calico Circle Blazing Star Trall.s/s Marigold Lane Ns 13,44.0 NB/SB Caile Duran o NB/SB Blazin Star Trail Ns Eisenhower Dnve e/s C.DS Avenida Bermudas w/s .19,159 Calle. Guatemala NB/SB Avenida Nuestra Ns Avenida La Fonda s/s 40,000 19,840 Calle Hidaf o .. EB/.W Ca11e Hidal o Avenida Obr on e!s Avenida Carranzaw/s Z,200 EB/WB Celle Hidal o Avenida Carranza. els Avenida Ramirez w/s 7�040 EBlWB Galle Hidaf EB/VYB Avenida Ramirez els Avenida Valte'o e/s Avenida) o: w/s 7,040 Celle Hidalgo . EB/WB Avenida Herrera e/s. Avenida Herrera wls . Avenida Velasco w/s 7,040 Calle Hidaf o EB/WB. Avenida Velasco e/s Eisenhower Drive w/s 7,040 7 040 Calle Hueneme: NB/SB Avenida Nuestra n/s. Avenida La.Fonda s/s 19,840 Celle Qoilo NB/S8 .Avenida Nuestra Ns Avenida La Fonda s/s ' 19,840; Calle Jacumba. NareR-- Page 2 521 to . Fronterra Drive NB/S87 Ocotillo Drive s/s Laderra Drive n/s 18,240 Goldenrod. Circle NB/SB Buttercup Lane n/s CDS . 20,759 Highland Pairs EB/WB Washington Street w/s End 38.720 Iris -Court'. • EB/WB Blazing Star Trail w/s CDS 14,679 Irwin Circle EBAVB North Harland Drive CDS 23,565 Kara -Court EB/WB Brid ette Way w/s CDS 12.800 Kaye Court EB/WB Debble Drive w/s CDS 14,679.. Kristen Court . EB/WB Debbie Drive w/s CDS •• 14,679 La Palma Drive EB/WS Adams Street w/s Las Vistas els _ 57,600 La Palma. Drive EB/WB Camino Azul.w/s . Adams Street e/s . 6,440 Ladera Drive' EBIWB. Los Manos Drive w/s Fronterra Drive. nts 12,600. Ladera.Drive EB/WB Fronterra Drive End 18,360 Lake La Quinta EB/WB Washington Street Caleo Bay, 9,560 Las Vistas Drive NB/SB Fred Waring Drive s/s Villeta Drive n/s .2800 Las Vistas Drive NB/SB .. Villeta Drive s/s Sanita Drive.n/s 22,140. Laflgo Circle : EB/WB Los Manos Drive e/s CDS 12;439. Laurie:Court : EBJWB : BrIdgette Way w/s CDS 16,119 Los Manors Drive NB/SB. Miles Avenue:n/s Ocotillo Drive e/s 33,800 Lowe Drive EB/WB .. Seele . Drive w/s North Harland Drive w/s 30,240 Malin -Circle NB/SR. Ladera.DrIve CDS 81919 Marguerite Court NB/SB Star Flower Trail n/s CDs 161279: Mari old.Lane NB/SB .: Blazin Star Trail s/s. Buttercup Lane s/s • . 31,200 Mariposa Court NBISB B.lazin 'Star Trail nIs CDS 17,239. Mila o Drive NB/SB Canterra Drive s/s Ocotillo Drive n/s 11,200 Nolan Circle EB/WB North Harland Drive CDs 22,694- North Harland Drive NB/SB Miles Avenue n/s West Harland Drive,s/s 36,000 Pala Circle NB/SB Canterra Drive s/s CDS 7,639' Park Avenue NBISB, Calle:Tam ico n/s Big -Horn Trail n/s 109,200. P4ftrook':Court EBIWB : Birchcrest Circle w/s CDS• 11,405 Rambtewood;Court EB/WB Sunbrook Lane Fred .13,719 Satiron Court NB/SB Star Flower Trail n/s. CDS ,16;279. Sanita:Drive; NB/SB Arosa Way s/s CDS 65,039. Sonesta Way NBISB . Villeta Drive Ns. Villeta Drive nIs 40,320 Springbrook Court NBISB Sunbrook Lane Ws- CDS 7.799 Star Flower Trail EBIW8 : Dune Palms Road e/s CDS 46;679 Surnmerbtook Court ES/WB Coldbrook Lane w/s CDS 8 279. Sunberry Court NBISB Birchcrest Circle n/s CDS 5;376. Sunbrook Lane NB/SB Bayberry Lane.s/s Ramblewood Court e/s.. 54,9.00 Sunbrook Lane: _ NB/SB Ramblewood Court CDS 41;819 Sweetbush Lane NB/SB. Buttercu .Lane n/s CDS :20,919 Tiara Place NB/SB ViAeta.Drive .n/s CDS 11;799. Tortola Circle... NBISB Ladera.Drive CDS ` 87,59 Verbenia Drive. NBISB . Star Flower Trail nIs CDS 1.6 279" Via Callente EBIWB.. Via Del Monte e/s End `12.580' , Vla:Coronado. NB/SB• Forbes.Circle sls CDS 30,119 Via Del Monte'- NBISB Via Sevilla s/s, Via Caliente s/s. 11,655 Via .Del Sol NB/SB . Via SevAla n/s, CDS 9,584 Via Sevilla EB/WB Via Coronado w/s Washington Street e/s '- 80,845 Victoria Drive EBIWB Brid ette Way w/s Adams Street e/s 42,180 VUleta:Drive• NB/SB _ Sanita.Drive:Ns SonestaDnve s/s 129,600. . Violet Court EBLWB BrIdgette Way w/S CDS 16119 Washington Street NBISB Calle Tampico n/s Avenue 50 n/s 20.5,540 Washington Street Frontage NB/SB Singing Palms n/s Highland Palms n/s 54000 West Harland Drive North Harland Drive e/s Las Vistas e/s .30,060 Willow Court NB/SB Blazing Star Trail s/s CDS `13;879 . Senior.Center/Libra Pariking Lot 67,550 Cit Hall North Parking Lot 20250 Cit Hall South Parkin Lot 68,000 Totals 4,914,864 Page 3 sG�I2 c7 v\ c— I V PROJECT LOCATIONS AND LIMITS Avenida Cortez NB/SB licl ly Calle Duran o n/s CaUe Sinaloa s/s Avenida Diaz Avenida Diaz NB/SB Calle Durango Ns Calle Sinaloa Ws. 20 ppp 99 840° Avenida Diaz NB/SB Calle Sinaloa n/s . Avenida Montezumas/s . 14;400: Avenida Juarez NB/SB Avenida Montezuma Ns Calle Yucatans/s 22.080: Avenida Juarez NB/SB NB/SB � Calle Duran o Ns Cane Sinaloa Ns Calle :Sinaloa s/s 19,840 Avenida Juarez NB/SB Avenida Montezuma n/s Avenida Montezuma sis Cane Yucatan's/s 12;1.60 Avenida La Fonda � EB/WB Desert Club Drive e/s . Washington Street w/s 23;680 63,680 Avenida Madero NB/SB Cane Duran o Ns Calle Sinaloa;s/s 20;460 nida Madero PAen NB/SB. CaBe Sinaloa.n/s Avenida Montezuma s/s 91900. nida' Montezuma _ NB/SB CaUe Ensenada s/s . Calle:Duran o n/s. 39;750. ida Montezuma NB/SB CaAe Durango Ns Avenida, Rubio w/s 64;050 Avenida Montezuma EBNVB Avenida Rubio w/s Avenida Carrana, w/s 7;.120 3775. Avenida. Montezuma EBM/B Avenida Carranza w/s Eisenhower Odve-w/s: 120 Avenida:Montezurtia EBNVB Avenida Juarez w/s. Avenida.Alvarado.w/s 30;40p Avenida.Morales NB/SB Avenida Montezuma s/s . Calle°Duran o:Ns 19,200; Avenida Obre on NB/SB Cage Durango Ns Gape Sinaloa s/s 19,840. Ave on NB/SB Calle Sinaloa Ns Avenida Montezuma•s/s.' 28,000, Avenida Obre on . NB/SB Avenida Montezuma n/s Avenlda;Montezumares s 2,880. Avenida:Obregon NB/SB Avenida Alvarado wls CDS: '18;7.63 Avenida Ramirez NB/SB Calle Durango Ns Calle Sinaloa s/s 19.;520. Avenida�Ra mir6 NB/SB CalleSinaloa Ns AvenI8Wntezurria_ sls4 I120:Avenidamirez. NB/SB ` Avenida Montezuma n/s. CDS. 22.624Avenidabio. NB/SB • Calle Duran n/s Calle.Sinaloa s/s:: 19;680 Avenida Rubio NB/SB Calle.Sinaloa n/s Avenida Montezuma s/s 17;120 AvenidaRublo, NB/SB Avenida Montezuma n/s. Calle Yucatans/s` 19;680; Avenida Valle o NB/SB Calle Duran o Ns Calle Sinaloa s/s _ 20;625 Avenida Vallejo NB/SB Calle Sinaloa Ns Avenida Montezuma 42,735 Avenida Val o NB/SB Avenida Montezuma n/s . CDS - 24,345 Avenida Velasco NB/SB CaUe Sonora s/s Cade Durango Ns 18,4.00. Avenida Velasco NB/SB Calle Durango s/s. Calle Sinaloa:Ns 191,840 Avenida Velasco NB/SB lAvenlda Montezuma Ns CDS 23;549 Avenue 47 EB/WB Washington Street els Adams Street w/s. 108,145 Ba erryLane EBNVB Coldbrook Lane e/s Deerbrook Lane w/s 30,600 Bayberry'Lane _ EB/WB Deerbrook Lane e/s Sunbrook Lane w/s 7,920 Bayberry Lane EB/WB Sunbrook Lane e/s Adams Street w/s . 4.680. Birchcrest Circe. NB/SB Bayberry Lane Ns Bayberry Lane Ns 44,800 Blazin Star lane NB/SB Star Flower Trail Ns Buttercup. Lane: w/s. 38;160 Blazing Star Lane EBNVB ----FSeeeIey Buttercup Lane w/s Dune Palms Road e/s -29,520 Bradford Circle I Drive End 23,040 Brid ette Way NB/SB Desert Stream Ns Miles Avenue s/s 54 ppp Page 1 Cif C' C.1 P No. 2006-0\ I Butter Lane Buttercup Lane NB/SB NB/SB End Blazing Star Trail Blazing Star Trail n/s 14,400 Calico Circle NB/SB s/s Blazing Star Trail Ns Marigold, Lane Ns CDS 13,44.0 Calle Duran o Calle Guatemala NB/SB Eisenhower Drive e/s Avenida Bermudas w/s 1,159 40,000 Call F NBlSB Avenida Nuestra Ns Avenida La Fonda s/s 19,840 o Calle Hidalgo EB/WB br on e/slidal Avenida O Avenida Carranza w/s 7,200 Calle Hidal o EB/WB Avenida Carrania e/s Avenida Ramirez w/s 7.040. Hidal o EBNVB Avenida Ramirez e/s AvenidaUail ow/sCaile 7;040 alle Hidalgo, AvendVo Avenida Herrera w/s . 7,040G Calle Hidalgo E8/WB Avenida Herrera e/s . -e/s Avenida Velasco w/s 7.040 Calle Hueneme: EBMlB Avenida Velasc Eisenhower Ddve w/s 7 pgp Calle liotlo NB/SB Avenida Nuestra Ns Avenida La Fonda sts 19,840. Cade Jacumba" NB/SB Avenida Nuestra Ns Avenida La FOndasls ' 19,840 ' Celle Kalima " NB/SB Avenida La Fonda s/s . Avenida Nuestra n/s 19,840 Cade:Tam Ico: NB/SB . Avenida Nuestra Ns CD3 22,g99 Calla Yucatan EB/WB . Eisenhower Drive el$ Avenida Bermudas w/s ... LZ;880: ' Cameo. Palm Drive Avenida Alvarado w/s 'Palms Avenidda Juarez'e!s 27,040 Camino Azul NB/SB Sin in s/s COS Highland Palms'Ns`. 65,680. ' Camino Del.gro EOM Ocotillo Drive wts Camino.Rosada Ns`. Camino Azul e/s 33.230 21;600 Camino La.Gresta NB/S8 Camino Del Oin.Ns CDS . 16,439. Canterra Drive EB/WB Ocotillo Drive e/s CDS 14,999 Canterra Qrive EB/WB: Ocotillo Drive w/s Mill a" o; Drive. 20,480 Carmen Place NB/SB Villeta Drive Ns CDS- 12,525 Camas Circle EB/WB Seeley, Drive . CDS arrie Lane E NBlSB Victoria Drive Ashley Rlaces/s 18,900. nd Court EBM/B Debbie Drive,w/s . CDS 14,679 Coldbrook Lane NB/SB Miles Avenue s/s Sunbrook lane /s Goldbrook lane NB/SB Sunbrook Lane s/s Rock. CourtWs .5,400 57,060 CrestviewTerrace Hi P lm as,. .NB/SB 3,160Crst2Place NB/SB Villeta Drive GOS 10,125Dlea•Circle NB/SB Blazing Star Trail CDS...: .. . 16;919 Debbie Drive NB/SB Victoda.Drive_n/s Kristen Couit:Ns 40,320 Desert Air Drive NB/SB Desert Stream n/s CDS: 43;279 Desert Crest•Drive EB/WB Desert Air es Dune Palms;Road:w/s 43,279 Deser(Ea Ie Court NB/SB Desert Stream . CDS` 20,480 Desert Fok Drive NBlSB Desert Stream AN Desert Crest Drive s/s 27;75p Desert Fok Drive NB/SB Desert Crest Ns ." CDS 16;480 Desert�Higs Court NB/SB . Desert Crest Ns. CDS 16;640 Desert RodcCourt EBM/6 Desert;Fox w/s CDS '18,679: Desert SandCourt. NBlSB Desert Crest Ns . CDS 16;480 Qesert,Stream Dnve EBNVB. Dune.Palms.Road w/s Brid ett Way wls 52,355: De"fLStream Drive EBMlB Brid ette Way w/s Carrie Lane els.": 38,480.. Desert View Court NB/SB Desert Crest Ns CDS' 16.;480 . Desert Wind Court EBMlB Desert Air e/s CDS 19,41 959 Diane.Drive EBM/B : Brid ette Way w/s . Debbie Drive;els: - 22,755 Diane Drive EBM/B , Dabble Drive w/s CDS 11;200 Eisenhower Drive Calle Madrid s/s Avenida Bermudas Ns Eisenhower Drive NB/SB Avenida. Montezuma s/s Calle`Sinaloa sls: 83,040 Eisenhower Drive Calle Sinaloa s/s Calle.N les s/s. Eisenhower: Drive Calle Nogales s!s Calle Colima.Ns Eisenhower Drive Calle.Collma nls Calle Madrid s/s Forbes Cirde Seeley Drive e/s Via Coronado. e/s 29,880 Ill Circle NB/SB Buttercup;Lane s/s CDS 17.879 Fred Waring Drive EB . Jefferson Street w/s lWashington Dune Palms Road w/s 185;5 10 Fred Wars Drive Palm Royal w/s Street e/s 114,315 Page 2 Fronterra.Drive NBISB Ocotillo Drive s/s Laderra Drive n/s 18,240 Goldenrod. Circle NB/SB Buttercup Lane Ms CDS 20,759 Highland Palms EBIWB Washington Street wls End 38,720 Iris-Coutt, " . EB/WB Blazi Star Trail w/s CDS Irwin Circle EB/WB North Harland Drive CDS .14,679. 23 565 Kara -court EB/WB Brid ette Way23; w/s CDs 800 Ka Court EBMB Debbie Drive w/s CDS 12,,565 679 Kristen Court EBMB Debbie Drive w/s CDS •• 14.679 La Patma:Drive EB/WB Adams Street w/s Las Vistas e/s . 5700 La Palma Drive. EBMB Camino Azul w/s Adams Street els 6A40 Ladera Drive EB/WB Los Manos Drive w/s . Fronterra Drive n/s 12,600. Ladera Drive ' EBMB Fronterra Drive End 18,360 Lake da Quinta EB/WB Washington Street Caleo Bay.9;560. Las Vistas Drive NB/SB Fred Waring Drive s/s Villeta Drive n/s 28.690 Las Vistas Drive NB/SB Villeta Drive s/s Sanity Drive n/$ 221140:: .Circle EB/WB Los'Manos Drive e/s CDS. 12;439. kUquri6�Ci5urt; EB/WB Bri ette Wa w/s CDS16;119 Manor Drive NBISB Miles Avenue n/s Qcotiilo Drive e/s 33;800. e EBMIB . Seele • Drive w/s North Harland Drive.w/s. ' 30,240 Malia Circle Circl NB/SB. Ladera Drive CDS 8;919. Marguerite Court NB/SB Star Flower Trail Ms CDS 16;279 Marigold Lane NBISB .: Blazing Star Trail s/s Buttercup Lane s/s • 31,200 Mariposa Court NB/SB Blazing Star Trail n/s CDS 17.239. Mila o Drive NBISB Canterra Drive s/s Ocotillo Drive n/s 11,200 Nolan Circle EBIWB North Harland Drive CDs, 22;694 North Harland Drive NBISB Miles Avenue. n/s West Harland:Drive s/s . 36,000 . Pala Circle NB/SB Canterra Drive s/s CDS 7,639' Park Avenue. NBISB Calle Tampico n/s Big Horn Trail n/s 109.200 ., Parkbrook:Court EBMB Birc icrest Circle w/s . CDS 11,405 Ramblewood.Court EB/WB Sunbriook Lane " End 13,719 Saffron'Court NB/SB . Star Flower Trail n/s. CDS 16 27g. Sanita Drive: NB/SB. Arosa Way s/s CDS 65.039. . Sonesta'Way NBISB Villeta Drive Ns Villeta Drive n/s 40;320 Springbtook Court NB/SB Sunbrook Lane:n/s CDS 7.,799. Star FlowerTrail EBMB _EBMB Dune Palms Road.e/s .CDS 46679: Surnmerbrook Court Coldbrook Lane w/s CDS g,27g Sunberry Court NBISB Birchcrest Circle n/s CDS 5376 Sunbrook'Lane NB/SB Bayberry Lane s/s Ramblewood.Court e/s 54;.9,00. Sunbrook Lane: ' NBISB Rambiewood Court CDS1;8�g.. Sweetbush.Lane NBISB Buttercu .Lane n/s CDS 20;9.19. Tiara Place NB/SB Vifleta..Drive his CDS 11799. Tortola.Circle ... NB/SB Ladera:Diive CDS g75g Verbenla Drive: NB/SB Star FlowerTrail nls 16;279 Via Caliente EBIWB. Via Del Montee/s End" 12i580 Via;Coronado. NB/.SB' . Forbes Circle s/s CDS 30;1:19 Via Del Monte, NBISB Via Sevilla s/s- Via Caliente s/s 11,655 ViaDel,Sol NBISB Via Sevilla n/s . CDS A584 Via Sevilla EB/WB Via Coronado w/s Washington Street e/s 80;845 Victoria Drive EB/WB Brid ette: Wa w/s Adams Street e/s 42,180 Villeta:Drive• NBISB . SanlWDrive n/s Sonesta Drive.sls 129600' . Violet Court EBMB Brid ette Wq w/s CDS 16j 19 Washington Street NB/SB Calle Tam ico n/s Avenue 50 n/s 20.5,540. Washington Street Frontage NB/SB Singing Palms n/s Highland Palms n/s 54,000 West Harland Drive North Harland Drive e/s Las Vistas e/s. 30,060 Willow Court - NB/SB Blazin .Star.Trail s/s CDS 13,879 . Senior.Center/Ubrary Parking Lot 67;550 City Hail North Parking Lot 20,250. [City Hall South Parkin Lot .68,000, Totals 4,974.864 Page 3 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: _i �o s}j PLC_; C IVE® VAN 2 6 2g10,7 - Tract No: SEE ATTACHED PARCEL MAPS Project Name: 0540-7PF01BR-HUB# aooa Vicinity: Q W 40e-n&�L 47- W257w4_,Z h-o i Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) TO INSTALL PVC PIPING AND VARIOUS SIZED HAND HOLE AND FIBER OPTICS. Description of Construction (Ex: See Plan Set No. 01234) SEE ATTACHED MAPS AND PLANS Dimension of Installation or Removal: SEE ATTAHCED MAPS AND PLANS Approximate Construction Start Date: 1— Z S— 6-7 Approximate Construction Completion Date:. Estimated Construction Cost: $ (3 1 O C7 O Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent_resurfacing and or replacing improvements Contact Name: DARYWL B_OWDEN Phone Number: 909-608-1358 Name of Applicant/Owner: VERIZON Applicant Address: AM M01INTAIN AVE,l1PLAND GA91786 Applicant Telephone Number: 909-608-1358 Name of Contractor: `ram A Contractor Address: Contractor Telephone Number: Contractor State License. Number: Contractor City.Business License Number: It A COPY OF THE 'CURRENT INSURANCE, CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: Applicant or Contractor. General Liability Insurance Policy Number: Office Use Only: Inspection Fee: Permit Fee: oO As -Built Deposit: Y' Dust Control Deposit:. Credit -•-Amount:-—_-..._.�. , TOTAL FEE DUE( q 0 , Office'Use Only: Assigned Permit Number: D Zy : Approval Date: . Expiration Date: Issue Date: n Dear Timothy: Please find enclosed herewith in a Verizon permit application packet complete with encroachment application, area map, assessor's maps, location detail for fiber distribution hub, hub location pictures, and placement/construction work order map. Assigned contractor will provide license and insurance documents to city of La Quinta, before beginning work. The Verizon contact is Darywl Bowden and may be contacted at (909) 608-1358. If you require any further assistance please contact me at (909) 985-6643. Sincerely, MIKE CASTRO Cendera Technologies, Inc 820 N. Mountain Ave Upland, CA 91786 (909) 985-6643 Page 2 of 2 PERMIT NO. 7024 Verizon Upgrade #10/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BR - H400412 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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.L "The permittee shall not construct an improvement that reduces vehicular sight distances. I * f such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee.obtains a valid Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 6. Any asphaltic or concrete repairs shall closely.match the existing paved areas in color at the discretion of the City Engineer. A .finish product with a checkerboard appearance will not be accepted. 7. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas for use of public transportation systems. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 9. The following city streets have or will. obtain. a newly placed slurry seal and. cutting through these streets will not be allowed without the approval of the City Engineer. (Please see attached street list) 10. The permittee shall provide a list of individuals that can provide immediate assistance to the public. The permittee is responsible for assisting the public which have inquires with regard to this project. The list shall be provided to the.city and attached to this permit. This list of individuals with phone numbers shall be identified on the proposed door hangers which the permittee shall provide 48hrs prior to start of any work, which includes marking of the underground utilities. The individuals identified on this list shall be capable of responding on any work day and within 1 hour of any work day. Special Conditions Page I of 7 L PERMIT NO.7024 Verizon Upgrade #10/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BR - H400412 11. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (Include Verizon as the applicant and permit number.) b. Schedule of the improvements C. Suggested alternate routes of travel d. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 13. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 16. Work within 500 feet of a signalized intersection shall be performed 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 (951) 955-6894 if signal operation at the intersection is to be alteredin any way. 17. 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. Special Conditions Page 2 of 7 PERMIT NO.7024 Verizon Upgrade #10/Install PVC piping & various sized hand holes for fiber . optics/W.O. 0543 — 7PFA01BR - H400412 18. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 19. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 20. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, 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. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. I -Incorporated, dated November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can be observed at http://mutcd.fbwa.dot.gov/HTM/2003rl/part6/part6-toc.htm and htip://www.dot.ca. og v/hq/ttaffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1.982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 21. 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. 22. 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. 23. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or Special Conditions Page 3 of 7 PERMIT NO.7024 Verizon Upgrade #10/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BR - H400412 the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 24. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 25. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 27.. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at .least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 28. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 29. Prior to excavating in native Soils, the owner of the project'shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected public Primary Arterial roads or heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. Special Conditions Page 4 of 7 PERMIT NO.7024 Verizon.Upgrade #10/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BR H400412 32. 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 to 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 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. 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. Special Conditions Page 5 of 7 PERMIT NO.7024 Verizon Upgrade #10/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFA0IBR - H400412 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. 33. 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. . 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. 36. 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/" max medium asphalt concrete as the base course lift and a City approved''/z" 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 a parking lane: three (3) feet outside the sawcut removal lines. Special Conditions Page 6 of 7 PERMIT NO.7024 Verizon Upgrade #10/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BR - H400412 • 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/" 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. 37. 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. 38. 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. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at.any time. 40. 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. 41. 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 7 of 7 7 City of La Quinta j� The following General and Special Provisions are attached to and made a part of Permit Number 7024 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 avid 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 - 7097 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 ('W) 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 (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall 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 19731 ❑ 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 ( crushed ) aggregate base shall be placed no later than ( 5) 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 not 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. i .fig �dl- � . � _ • � a .3 .. . . 3 t � `au x .. a :7 F>",,,,� ')�-`* tip. s'�' "i ��' t����t 3'°". �l�•.Ofl �* ..`A u tT�S?*'� M t �1 �.. x� x� - 'K�.,ih�. n . ^4 "F! . 3e.� 4'"' .Y , .. .. » x�,. .� it ., ��.+-.Ar •,.f� w ...;•,';r�4,.dNO Ltil3df t�,✓�'�:�� "�£ ?9'sbt 4;"pl9� P�^`R �`� it : � � . ' '. ,: •' w i• ;��" v ek'v. '"Y>r r. ,£s J' "` y"t alj4t 19Rd ME ;Y11 v rr �£h a �. , ..ts IFSfddill��4a1 r v177 "'gg .P.rJ a£ ,�s� us,;:�`'•i"i 3 3 z £ F r K YP 3 f.r k 3 rFr s x �•��r,Q �? \ yA.i•', ry Y<,.1 � ;iav :1�;:� � {yl- t IS,r� "h � ' t1lk=`--.'q'i„a. Q ;?z 1Sv 4SI�t1 ?> wFJYa s s G : fi+ iiDi ' S1 �: � Y tr q : :"�y � � ^ .. r r .��� t � � s, •sxx: ixa � "��'�} � k� � .� ��Sa dt3rV..l1t� •$� �� i :aita u ` �, . K . Sn t`i a+ ccv{`x't .. �q ';v�yt v�y,V ry .gihVi ,7 d' ' -'a •a s „eta. d~ n. ti•z .' s T"VI'r6liJ�'A pu'm.ri( u ' . .. i - aw i � r yf � �`' 'care ��. �''�.-rt -�:�i��K�s��st•�. �,,, '0.}�• ter), ...�,"Xa �r�'�.''. [s r'.45,," y� .. . ...r . 'i:.i � � .i"'sr"x_s:i•' R�' - r R.S' ' rs 'tip .1- c �' . z ii. � a ;,,XX�'�'"' r �, .lgrrt �. � � d°� � .y ''�.�, •v. d � � kax ➢' � hS ya( pit .20 :EynC i a Z Fr ',c°it' �y u 1 x0 t. 73�ru:tiif� -L s.sa3v �s15 '`�,.'•'t� �' S` a': g �h'�t�� �,f�4�.� r`�t'.c.' ,R'!d- G • . •.. ;,..,�, �M - a `brz7 V '�' , cY ~' •?. � ( 'S i 'sor i :. � f �� 'l.`�k t�x Qn, "fS' r. Px � �3r � � � /Oj�W .4 � w _ s�y.W ��i :� .�•+�sR�� r` '°S• .r ray.. �y�} ' c. ,exi:�.�O '� a � x. %<'� .r mP-•�C:� � .ctZ � �Y tta.� ,�!'�rr t s 4�,�ti•'i! tsrl. '...... �J .q M x G ? 3 '•R A S' ii "'g .46 r �- -.3F six -b .t3 i + 3^ n t; - � f.. r£f✓gq s r s l�vn� z i•�^rd rO�w, , �y. .& �t c>4 �5` X€�r 3 ra ( t h� a'u ••-� h - s ,+ ^Y E�t _�.0 rti�il•:.:i" [�y. _> _. t,!lA }d 3y N. s vrtG: i, .,sq.wRlf r •vxw, �t,tis 1- +rxtY -. Y`3,_ ,is::ptf,.,. C { .r hy,84rt � "�„d�• if _: �< �• d`ii s. � - S� x £.a '� r ^ht. J 3 � •atft.' � ".vt ¢! � � J a� � t.�F IBM. �* n '�`' �r 'r� "F x? ,a2' k'-; `�', ,. 'S - ,1? h'F%i. r :`•:a, ' F '";' ��.� � n�` r�g- �.a ��,st`��. r, f r,.t�. �, c,�.e� . " � I Y �'� s k ,12 �Y �• � . ..ale,;, t n e2�, �. _,:,e�.�� � .➢ r4S � s� Y, a.�. t �' ,yy� $ a. i�a�d��C ' 3 Has r� 'r f,yt ��. 'k 2. •' .S � z yt' r - .- '.t ii% � a:r<'t°�1.t$ t .S & �,g,"it vss > iM rN : N•i ' ' O � �� Ja �•12' 1 .,� $, {�, �, S 4' 7�C',�i '•" 1. 'xuw' 'W u !a%t _ r ., n��-��i�� at�� �Y� `=�"r'-ceL•'t�' � �, `"'e�� ia_- X .s '' ci ti � � j•„c'�fffigc Xyt �. �, y �`^. 3& , u• �+�'»��� •'i�`fiik�sty !$ �Yw <Tfr0''"4@1 �•`Y'x^:a7a.�`�� vs�l` aa. h"1 riTi`� z _x„ r _ . �y � �.. ��5, .�A ' €"P�� �.� n ��`�+ '� '.t, �p� ��dfiirtir � £ xd "3'n, x� * sr .3.I:� ss ? .� �'' �,�•`a £ � � ' _"�; � ?� � ��`;�, '�+ . r -: -.'...,. a.... - ...:.. .,; ., ,_< .• ��� �tq�j... sb:;oh :i^}.c....,.Hf:, '�t�. O.. y 4r., ,t<tl ZNY h -�.`� �K�t-6.>, .S � '?,j `ice#.�'�F'•eh' .,.- •,.:••.. ......,, :. ... i �. ..l,.:ql S.rin• « k F;n•r°��''�° 11f 4{ lh c z S t 9. 1iTi � ,.. L6.1 . i�yj' 2 �` •'sf t {{ -r •, f•"1"' ; .�.1.... 7' #., y a t..-•-..c dt t' �+t,S j�Jry-]Q�I]•l �NIN hr+x•'tx.n w�kK Y�G.w„•;.s .,,•OY k.Y,°'..-.a i i �u;;t...-. :�• � d'.�ir�Y '!'�+tr`"-� �+`�S'a.�xt <' �,,�, 6:`s'/.151S.c'1fOH\.'iSaiOH >• rt"i• .i"�`4a�' +s c� r� ��PPOSIOV4t_��tz • i eSt �'t J�, y tq " r'� c" H6S i GWv1� t5 �,''..:, S Y s { r? lsr *: ✓4 . r s a;, ^_°•. ` .f..r ✓.' �� r tsk }"?truS� .��". K''a•,{ .a�'z r��y .fir� rlti x: Em�3` r..7 �.J1A�c q,;}}. "c ri l t v.:'a>.A3 f'.r`!. ;1,. `ts Fa ,,,(FS>r< aYj4`, _�,%<xa•�.Y;� '� -+s'r`«z` 'zs `,"zu , yi .�,a a� . F � w:�'• `., f � k�.. ��' � ,x t � : � f'�+��c e� :�4�'� � *�. � � <i s �;�< � � :,�'r,�{` s vk5: mt 'd({¢{{' `:'h;s�+'zF� "'lr�. y „may m L<•rfi.. «•,,», 4 ...., t¢k'i1¢ _ .. ., � rw ` ss �r'�.._.� �..mi�° -. - t t• ,,*4�� p..,� w'X ssa.:''�? ..+.��''`,�,.� h „n,�}� � ,, ��,4•+� t£�ihitl; r"{I m y r ��, �'�i,•,K^' "�'�-�a' ` °°"4� ., ";�;������ 3 tea' st� .:�' „a\��,', • �r! Qil `A.lASU l`V19111' Fi•� : s•�© 4TYFti`#� - pia rx+a�� �1 { Mr �. �,. "ty ' asx�r'� �-' ,�?�� �iy x�\ .r,.'s1.K• _. �ftZ4 A 3N9 ills i $'z. ' {tS '£ c �r re"4•�'��...", s.,f zx ut 5% as Yr�r��v1 ask Ct _ y�ts !�P "u y `S• T d -. �� • f a �� "� :45. ; ? �F� �e� ' '�1'�r >,:.4ti! 3' .,5"{,'r.3., � x,: e�rt,'i ri�1�: a��114� � x Rs. �r '1.. a,��."� . ». � a, > � � •4' t 4: _ r'4"' `Cjyl r � 1'*cV �k� ,}, - ;�i"" �� ,.1' � '�rM `��`x� 3„Y" vt' \.4��v1 r.z i xs- F � i t � � (�" t h a c a firy,, • � r. - st nS:��`'�a,f`U { �„ 17 ` d as �...fr"`Ez,t a l''oi�,.xr �•!� f t`�#;:^�d `'' t k °i' ism �$ t, .x �„ �a - t�,'rryt4 v F!•F,.:wv J hi £o.eini { y} Q Ole .����,'�+ �0 �, ''� x• ,yY.,4, '.�t'6V '7} <�� i� i�-' .'��.��'�C � �1` '"�" iF '� �?f ����8:7 ., O _ S ✓i.tr� .p �. ' ,Y ,� 6 ,x7 �Sx+. ^y ;;3 � k5 kf[7 f .�` �`r. �eM ram„ .z �,:lQ;��II S1'e�K.-.F^r9+T.:. r i 'i �\.%x Y( WIN! '1 �.•;•4r tiff ctux f„ O'`.pi"it C'hi�' '� � & N"1n$ ?� '+ �' �' ��'♦•- rat � �� ',� ti� $i§ - .-.Sh v..#�; .•+ r?`."=i-SCY >s" k ��,@ .:a�'• �'�`i 9 .a xz, x<a„x•� t 'L i th3• a„. "7 �`�,a�a;,�v'�;i`gk !Y � � ' £{ �C:� � �$ ' ,� ��� e� �'�� ' o .� k s?ce }zsa'tri �s ' r '� {�tx{'a "��'3a;� m"£r 311.•,�Fc a .t: pq .Z"•sl 1 ' - .. � Y•_ r � ��.Er">",�Z A._r��'' � a"' �,s! u3 "rj t„Ytt'.: '♦ 3r t{y�'�F `�' W ,q r. ,tl• t",r�.N:;"'r.c}�;L:=.+vt, 'L"x'w n-•w..,.f� v Y1 "(ii '�F .1� �v „ .1 k�j> ^��',rr`�.'u � � � e!}��.r ' a: {i- �n {" h;`4" ��.+;� • f rrY•- y W ?Y4••! "� ' �' Ctc'a 3� ''^✓ i :2l� +.� �.�ys r+ r r `• ^cr 3 �F vt _ x<i�, r,a� A(.�ta'" :�, tt tii C 't t ta,�,' yr �r,kl. h • �`'� r 'Jlr��." �t`..n:� "%� 't� rETt'��'i "-;*'b"t x2r �{•mot• ,,S ..3 i' • r 4 a.��'��: .r3 ,vdu ,;?• � s`t• S � 1 y ,. ��,- ` m fir+ c a * v<y'4 vxt ,it, .z �, i s� •� x r � w`�`'le�'�xr„' fi"s a S�,P�xyy '��` r,�� � �w�.�� `' � ��-cr� � �"••:�`' ?` � H•1 �IQ�?fl r, .;�.•� NOR " r•J -� .tea:''`i`.a. 'w`°a''irk X° r•u�`F c�'r'.i �. , rtrt'�•.• ,�"�` u' r .r1"°a 1.!"_. s 5 ...,,fjjtii3kli11�' � i - - z hY ySd."'x 3 t ?{ x�z4'Gt'.ai =,i 3:n 3e>- - y i'}b�,y.r`'.'i,. .✓ ,�\,00 3^jt 1� - ? <r 3 ors �.Fv4• 'k J"� ,� v - t.'•t \� •y � t "�,!'1?''1y° ,�: �Rf i7 � X>• t ri ' ti t-.r' -s- '{ �4�y� -,'fit, 'a.�tLA� 4 �y .i�`..e.� c� �t `- tA` O S'�z`}js✓6, V'_ .+c.R• ^''�. �"�3f�"t7 ��i � ' ._ Y �`i -. ; rr?r. .t �'{pr� `(n .Y'1•V��'a-r.a�tr .3 } wr�� i�.� � f• k. C u.\ �I' `s �`u \ .ice,. 4, >� A,' r ��,�'' jba x st.>zz� `� �,lsw u '�a t..e" k 3; S''y � C � $ ,f•Q' L`V a v �� �h • m" n Tr. a n � .ts'�''`a' {r. �� "S `� ��:, #uw- S �S t_ � Cif" 'ip• g �+' ,..+,1. ,a... \ ,fi; Nx.,'�' - ,. hs - s 4r' 3�,k"%�af x'4i ��'� ���'`�s• y "'� CS „ �':£ kS „�.�r'jYt �^`�x;4Ftr�, t3' `a' c. :.{`' �x.tv' ry`S Y.iuYr'r'•1` •r . • , ii ''"�' � z joC ,�? �''`.w�l� �'>'� 'a �ldi2i��.��31 � Ix^�{ �f 'w lSf �,. F .� }:r�" n"yzr+ :4r, 'ptatt p R k,r'�i t:x . • u <. Q�'r"•tY"Far ���, � ��n i �' ;{ rx: . x� � ? r 5 s � t' »• uj,$it< r,..y4fib�,.r•i4tt.,' 'x ' r•.'i azr, n4 A f p. �> W `� x 4�x vu} 4 s, i x tv r >{kar*�'x 5 knf•n v �� A > �sx � p l) s +t wr }. tt.•"`a: �:- „ VERIZON LEGEND BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE HHINH CALLOUT REFERENCE '■TI Z V) 8UBDUCT CALLOUT REFERENCE , ° � r�J/ TERMINAL CAL LOUT REFERENCE wFIBER DISTRIBUTION HUB (FOH) LL ❑ NEW HANDHOLE LL W O NEW MANHOLE 20' Y SLACK I STORAGE LOOP GROUND ROD ' I Q CABLE IN CONDUIT EXISTING 4" PVC -105' AERIAL - 110, - . —� POLE ANCHOR ® POLE .- DOWN GUY - - RISER DETAIL GENERAL ® PROPERTY ADDRESS O U SPLICE - PROPOSED RUNNING LINE I FOH BOUNDARY —CF— CURB FACE ROW ow —EOP— EDGE OF PAVEMENT —F/L— .FENCE LINE TCSW ---- RIGHT OF WAY CF _ 7'CSW GUARDRAIL - - - —COM— COMMUNICATIONS LINE - —DRN— STORM DRAIN LINE . - MH# 1201 ('7 —GAS— GAS LINE - .. —PWR— POWER LINE - - —SAN— SANITARY SEWER LINE WESTWARD HO AVE -WM- WATERLINE RAILROAD TRACKS --- .CENTER LINE - w.m. o.elw� a, erae..�r - cn co CD - CF - 6eMce ow ow 5' f F- 145' Cal 1a00.=7.26W W _ z $ Q PL FDH 432 w = PL FDH 432 HANDHOLE ASSEMBLY 3'X3'X3'-M#11014049 Q PL 250 GROUND LOCATE & INTERCEPT ►�J EXISTING 4"PVC w PL 1-4" PVC - 7' Y�CII N0� R�iHf CALIFORNIA Lo ENV 3-1.25" SD PB.#: S47(rrid#At Lol 3 � O ona m.nro..0 - 00 LA QUINTA INDIO 0540 �.. 71-F01 BR 7FFAOAF FE=�. N.T.S. FDH 16—b- elH4004 PHI Z a 4 ROVfE VERIZON LEGEND BURIED PLANT OBORE vrt ALL MarEanAPPLY INOETts CROSSED OUT TO NO /. rNNMAEV Q FIBER CALLOUT REFERENCE OP WEET.7Lrl WYNOCOMPAATEARV AND OTHER SUBSTRUCTURES OF DOESNOLL '�A�"mEREARE,«„",�°a"7" 24.5" WIDTH & PAILb"�"�" COMPANY TO GUARANTEE S&Wrl"AMMSO TH MD OT�auaCrcunvau FTTWAAAOF TTD• RA CLASS FDA HILL MITT WA RASEDFORAMM FOR AENTRA EA22POM NF a HHIMN CALLOUT REFERENCE THE CNUILACTOM SI& ULLE FOR nDICrvR AxAu eeN�arcnvm+e FOR ALL OAAYGES TO MmSTROICTVREDWT�rTmTSNaTMDR WHETHER AAM OR NOT. NOT. t -) SUBDUCT CALLOUT REFERENCE ALL lIOITIf SHALL CONAORN TO7WE LATEATEDfTION «TTffi STANAARD SPECOTCATpNe FOR PUBLIC WORKS AND SfO LSEENT8 naxmO (APTAGOC. OREENDO.)AND Tb THESTANDARD rune AND SP COWATTOND Of r4J/ TERMINAL CALLOUT REFERENCE PDEWTTTI TNC tmOCfON «PfASt/C ITORIra IaEtD ITEvmFaISS TDTNE CIA ON COUNTTRlYOITED CONSTNOCTpAR OLLMWNO SHALL REMAoeArTTmomcaarpN« FIBER DISTRIBUTION HUB(FDH) Trar CWrCW COI/NTTON@TIUTCTpN aOSPRC'ION. AUNT!IICONTRUCipNTAAOlASOVSO.'GIA107 ArMVNrrNANQs/aurL CONFOOITO C?TAND COYMTTEONfMD AND - MraMPmroNGWOTNAARCLa ❑ NEW HANDHOLE COX"AlOCTION WORNMARTERMLMKROWATD m SU1.2Cr TVA MASMRNI«moWOr«EN 7NDIO/ArA M° NEW MANHOLE TOO: AND WORN HOURS BETWEEN SwO"AND woo PL MOESS ALL LMA NO ALEW ALIANS MADE ON Orr STRWM L� COMM AND ".....'LLJ 42" HE/GHT SLAgL, STORAGE LOOP Q FOLL.OIM&T.IIFXLIrr OOMPETIOMOPFIBP CONSTRUCTION, THECONTRALTOTN=TAMwwr ALL USIA � OO AtEWT MOI MDE AMAON Crff STRFET; C(/Rda aUrTERSAND amEWA/Ra 1 "'II GROUND ROD TO FACOTrATEACCEM TO INTENDED LOCATPONSOF WONT. THE CONTRACTOR MVST'A/RYFORA 29OIrr RIO PBTtlTPROAI THECTObCNTTZI I'OWLlC MOW 01ARieMWr. !� CABLE IN CONDUIT TNAR4C CONTROL PLANTS SMALL BE PREPARED AND SLTRLU►TED FOR REVIEW AND APPROVED Or THE C"WCOaM8 CONSTRUCTION TWrJCE CONTROL PLAN PIEP444TRN OU� NO TWO COIMECOITVE - MreTSECTINmSHALL "uoeED. AERIAL S CONTACT TELONONECONP YOMFECTON Ie NOUNS M AOVANCa«CONd1R4CY30N. . —Q POLE ANCHOR S NOm d(/BS UDE/mAND (aYOERORp(OID SENYA:rALQr(1d0]�Ifii) mCCINiE 71I0 WOMINDOArd POMt 70 COMSTRUCfIOf. mvALL xmxa DA®ImmT ® POLE S NOTWTLOCALMRUANDIOIRlDEPARTMENTSASNOIMSMAOYYCETVCDAWROCTION. 20"DEPTH - a NOrv► « wr DGWNGL,Y NMMeMADYANm «COIIMTRULTfCOI _75 LBS. a CONTRACTOR TO OSrAMA STATEOPmIOW«OOKOMA.SAFET►QCAVATTONfl10Or. (SRC a100 or THE ' � RISER DETAIL CALD'ORNIA LAMM COOEDWED S6M LOf C IIS/RVCTTORSFBtWMVONO►MEL7TNm NEOUAEMUff waa GENERAL O PROPERTY ADDRESS T. CON.WAD,DRDDDNTQJgdALT>ffi a iNAmEeoNrwoLToRMAMEDernwwAra•mMiPUpyEnwrrawmoNTv PEDESTAL MOUNT ' PERor a. e„ N.ADM.>E�.`aeED mtl*RTO 70 ,M N,�NONE`SLq� .,E�W ® SPLICE V" 1441216 FDH PROPOSED RUNNING LINE sn eoLrrRAGnoamurorTrRTAAeTOLea PMIOR TO ANTLORCAVATNM.verLRP.CSQASI/mmumm vow"LL ff FLaraN rDIRE rRGAraLxrTONLETCHED anOWlr<NOrv►Trate'faaimrNSPEDtoa ErSart�aNO aTLAtL" - FUN BOUNDARY _ CONSULTED TO OL70M LL IF THE OEMTTON WOL CCA0WCr WTrN CABLE GAVE1®L - —EF— CURB FACE ff. NAaraEANawPOueaa®TOSEtl PLACEDS87 ffCe0XOUffALACI9RO9rGSlPSZ�SOT. 8"X 12"OPEN/NG SOP— EDGE PENT fZ PRECASrMANOLESAND ORPOIL. SORES TO EEWr OWA AlMmm 0PAMM, 24R5"'WIDTH /N PAD OxwwOFCOARWROCNMR SANDSAMS GSPASS&M28SAND GSP SIS0000/CCA. LINE —FIL— FENCE LLINE a rANTaLEe AND Pau BOXED TO BE BACKED TV VBRMNY SPlCIHCATNN CTae"OTMEDWJSE SHOWN ON ---- RIGHT OF WAY OCIAUA OSP 177bd=-204 AMP GSP wf aoD,StOCA. - GUARDRAIL u COMPLETED WALL THICKNESS AND MAMNOAE MR= LESOTHO(GRACE TO CEUNG) TO BE MOM —COM— COMMUNICATIONS LINE - fa POLLOM6 OR MOIm TO SE PLACEDOMRIL►SEOWIVTIDRE OIACTENTNAMLCES. AND ON CrPowm WALL PMN PWIMf OLIICTFJVTRAMCC —DRN— STORM DRAIN LINE - ra LvfLceRaaS wraeNwReJo.Tmto onmrLTm®cPw.at aN LUWOL"wfrN roNRORreIfAlt ne --GAS— GAS LINE LatrarrD wTrH PRaaMMra —PWR— POWER LINE fr. .LL GIHER ANOOR LANRED CAILS To MAVEALmrMur«eT Corm Llo.o"GnrT" aaD.Na fiPW LOTS fIAO01.16cavtEU OWMJOHSE - - - fa MROMWAI.IWI wrErafWePPSED 42" HE/GHT �� —snN— SANITARY SEWER LANE — R— RUNE aImwOAD user N.s NOTNTF,....f.FO ANADOTIWNAa RONT (f17CH!®TO Tq!AOXOfLW COYl1t SEIgIT�PfdOSED CUHBI GRAE�e pI IiAIL�. ❑ RAILWAT �—I-�-� RAILROAD TRacics in ONOWCOVO/ITANGOR SI/R®r...a CASL8 P3W.7D COVm(_J.nMCENI TO LIANIIOLF2. wrSo• —_ — CENTER LINE IVTLfVAISALON01RlA1rJl ANDITAN►OTI/EN POTNTWIC?RP OOYIR DaTafD MmSMNWMLT PtOLI A"N.Ga r:pveal ree.. 3LL RRLOELALL Ir/CTSFOROUA{/TYm�IL LYTm®.tD REfI'FORTOLRT,e�'FOlI J;'04CH. wMP MI'LOR rDIK� Metlw QIfIQ1T a/O.Oe���! H. vmSTINO Y.CANT(r1CT.RII ORTI.�CLWR101fN CONefRIR:ITAN PWOCQ4 TINY MImr1E LAANCNE1tLm CA�"�.MY Y.f LY�WeNd rmr a. r RSA �... ' a R'ATSrMO eOlminrwaa REaauteAaN.NOLmW/R•mt LOWRs ae wAnmPamrnearER 1�aII re n0..r-.m r �L MTm LMf AM lY romp a0 - CLlARANCS P/tOr OTIOIRMMSIQI/CTIOE'S /Ml RpTBl ENTRANCE lAIRO MALOfOa - a-VIC. a A.mmmamE.r.Rcrp,m[IS/MofLOSNMLfI.I.Mr.CWD.ROL7:.l1aROR.ISmEA.O•L'ZQ.OG 20"DEPTH 60" Mm.r.ucTlAs (EOWONlECOIfOAR►LRRCEPTED., 75 LBS. .�R.MLEi1 x TNANMr TO RE EARcum W,rH riASsmeGlRau.EfER GLSIW.eTNaemfoeaor, nAa a CONTaLCIOR TO FRmT WALL TO WALL ARDOR WALL To am «wLTS/RDeTDImAQAMrmmfra - >a ro"RLCORED TOTIM NLRQrIOOr.STEEL— am PEDESTAL MOUNT PAD FOR FDH 144s, 216, 288 & 432 CABINETS - - n. P.Oe{TnLrfWePrLEN POLL ROPPMD4CTANIItlTED 2161288 FDH . a ..LED CN MLADrr,o RRLCWNaFORCED MTO u.DIn MIeaILILIm OY.fOL PROVIDEI THRlEE MOI L:.B:IDOD3273/00 .EIL.T RPTN EAmD pI TAml0. IRENMNO 31' WIDTH Lra TINGasLMOm H'JMOTI®IRmf9l MSANDOOnER. ere - >h. Ram Ot OPFIf TfEIYCMFORfVR®CABLE, SIr/a`KRNTr.rSBAEOUMBIPGATIMm TD" CISIF]OIAm S►YERfIaNIRmPKTOa CONIRACTge l0 BACIOOL LSVfBP'TIS.V/EN srLrcarD m a c.NRm_nLOL—GNAcsam :AND LanfvFOor-� 46'HE/GHT a veuN®uuem PAOmaorEN TIfarat SAND LumWOt waL aEREGuemD. AAWIM!"«r.mW Alm fr.LOYd TINCALra IIW/MCNMaOMt To Ne HNe faPbtro prlrµ x LB®rwsrEtrON rD cowmaATEUMemLrEar.Lm PIACEANNI. CORTACi C3 - s:Nows flPow To trimiFo eoNmD�crlat mLewoAa NuatRo�. a LWMMRrYANWOL IE ROL.Lf�m/NS bITmFACTNIN «IIeCPvnaWL09 oA w.w r.L.GafAorm mTLasmTcv:... 20'DEPTH MR. AM MONTO COLSORN TOWrs�Eunaw «TNB CIIr«RmrO. YNROr LI®A RATE CALIFORNIA M. MMESPAORIPOLAMAX19 AN►nLMO®CN OTHERWISE PAVEMENTFMRIDkf CW RAiSLO)IAV!'�NFMANRlA41AOFR0{ACEMOfr SMALL SFDOIO!TO TTm MTMFARpM OF THE DOWTOT THE OWOOW TNOWSCUOY• Pg.�: g47�ridii'iL1 MIROCOWIYOR COWOTMYOLYE0. SS. fr WOL SE TIED eCNTRAeTDRSRfWPOSNmaLTT TO/WOYR"THYPIC COMTNPLARNOIr BOARD aNAu 115 LBS am ov LA QUINTA carrwPL wo. MAJON.RIEAKJ AAW ON.NTOTItm ffN1AC RIONrd4rl r.s oaacTED Rr rrasrATe: CCITNTT, Oa •...•. AUTNmarT: TrM mSrm To"Anamm MTlm®PIaO!. x-•- ••>f�Tf«>•� PEDESTAL MOUNT N.® CAHDmr.NORAAAAARPACED, P�FR DNTT 432 FDH INDIO 0540 %PFOIBR AM AUPPMRamrmOnNrNIMs.REroaeanlMSmNTmA�ieaNwMPRmAImPSORwmWue MAc uam 061D5108 ooNlom Rn 7FFAOAF - - M.KAUR WCALE O�az,OT N.T.S. FOR TLICNb- coG v Or RpmmlOE H4004 - aLCRCACIOIBTI rERNrt FTTP nalm Of". ROUTE rmr 4 a 4 N W o LLI�ga W ; ,sh1 �y a _ �ion m ,< 13 �a ii: ' G i i °° o 9 5 m z to T z z w° u Q o o d d o 6 &Y G W U_ t "'°o�3�aa3os�jt I4 1^fit^' 0<00 M o (g� T_' B&Tj o 119 ® �I �nLr T N®I a o l¢ o �d IY'PII¢iII 9 i �d I o � q Q g k a $ 8 . . . . . . . . . . . . . . I I �� riuiorrana I z �a W ge� E arm.mu y 0 ,Jill74 Q 9 g 9 E Ile Eg a gg Irn RE a . 9 18 pp E k5 E � � ��8 8 e � � e � � 3 a� � � �� � R a5 8g e g � Y Ito � � `®® R ® a e �� e� � � 8 � � � �• � $ �� � � E � e � � 8 @$ � § $ 8 � E � • a� � � , ��$ R €a N N V d d w 4 d: :: : s 1 1 4 x 4 a 4 4 4 4 4 4 g 4 a s 4 4 4 g d 4 0 - how f i r .. . • - : li AY r R - r - A M 41 to r �wt�a,rwo tAl' � ! J Y jM �•Rr - " i � .. - ... � it a-.+ ... ♦ Y s I Now u+ sI .. of .lffr' r�. r WON .r. r t� .... rt1e" N .rr few r• t r t i �y r .� • [ /MM ll rr1 , � y .f i . • , - M. M , r rL RpM �F MI pp may/ t•�rwa . r ar o . ft 'f � t� 1 4sy1•fiy faxo��.• Wa. t� � ,8►f•11? W i+YL4 A c 1 _ 1 Hole 410010 z if %TW � AM NO AVE VSI#VVIkRO NO AYL MH-1 25 ,. MH I�.i2 : 'iH V-v -. V'-v ,. MW �F"ir�r7 A HO AV�i{r , * a y .. IA—V • 1 i H 2 2 err �lOr Wk► ..' �T;� . �* tic :� yew .. t,'♦` r�rC ... r� r,►r as . i ?PVC tt'�QtTr f MVC ow w 1 41.r-v w � v- . +w I►KC . w • :, , .. tom* s 1*' "1 VAC • : s 460 � . iD 4 � 7 b 77 55 7 7 9 97 S 7 , 97 9$ 5 7 B 0 9 ,,, i. 7 � 983 � K 5 7984 � ?9 86S 7905 7 � � � �r9895 k 93 J L 6 J L r ff *.. 46130 VAS M 24 x 3s 439 60 C `� 46Q41 4bI60 A #6D44 � 79625 1'�9 4 � 71 • i 8 , 46 05 h� a. 46150 r � � r s 4 7 ,► �. 0 � a 6 4907 4607 6100 ; a . es t�.���t� 7l xis �a4t�t'rwivo�, 2 to • �.. ' J r � 7 9820 y +: �t 4 i 7 786 +� qs.o * Via► b 0�' 461i8 +4,6178 46109►019790 M • x k 79850 h# �980 0 79'84 �+�'"l" ,�xZb A.90 4? D .. a �1 s i M , • _ mv �r ._� 4 2 x 135 46i76 w � 8 Vv 7988464• Q 4�i14 45143 v-v _ i 4 rye' Noose �L a i ttt • 6 % J +O 79890 79920 , r 1F . 4 7 �,,, / , �t 61 5 ?99 r� Q 46 77 •y� 4617 a t-sw w 7 r 8359 : •� • 79910 •• � r 55 , a 0 4 6E 9 6304 4 , w 46P3 - 6$11 J � 4 � JEHdVA H WITNESS CHURCH NOPOLE TA c*. O L 79865 + C l., 1tAC 10 74 � rr 8E r �. 4 43 .�► �4624 �' �► � , 46245 46256 .✓ �e►+cwYtWti x , , , 4 P9014LID T9 7990"J � 9" ! x YAC 46$ � 4 r 6�79 � J 46240 a � P� 7 3 w �a7464n P907465D r 799 5 ,. P 46D i � t � 7 � � 46305 1. r � 4630 r 4l�301 '� � � 46�Oi ^� • 99925 46335 P9074661 h 46E8Qi' 46324 4S 46325 3E5 P91168$i1 7960 7978Ga %7574679830 t ' „ 46386 46381 P9016779850 1. 4fr35� .46301 �`. a• 79660 r- 46414 6415 46400 7"80 4 4 � � � 6 25 DUNE PA FIESTA b1tf. r► E PALMS MQ$Itrl: ESTATES 46413 r- 79690 r r` t x 46440 411 ?' � 799E00 Ct�tTl#CT'. IhIFQi NARY HQUGI�..AN 7975t� P94b#44it 90746 p o, (670) 3 7- ' 79795 7 , 4 Si3 "1 9605 , 7 � 46�4�4i 99i0 �, vat 798 40464 55 � 4�441 ,� • 9930 P90731 p ' t VAC • 7964�► 79660 79805 46465 .. FIESTA09. �. 7965 79a 5 ' 48510 VAC 7Q T9 � 4 7990 !e VI 46491 t, 4+ P907469D CMTEZ U4. . r F14 71 "i �79915 2 4C1� '� r VAC 7 T9925 993 P S6 �5 79045 � # 11 79B6S • 79600 • tr 79�►75 46515 r .a 79$G9 L LAO. 79645 7966t 79631 46541 r� L R+ WI M � V,, 79�595 ,T9605'6 allow "v" MAP �Lb�'Itr •1�rt'cM1�.: l� ol r 79%5 79925 .479933 70945 r 01 00OX0 4p ors N13T TO SCA LC If p4�•ii _ d 4W t' CONDUIT DAAWING '1111ro►N ARM SOU1"H IRMN STAY IDMI . rN 1 AO.0640 tONO GH ; TVP; 85G.}A4: F4:E: N Cat;: Cam: CAM mWO XLT f0AJ cob eerwa+u�r riot tea, tm+ne M+x+aMar '