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4342 (2)a PUBLIC WORKS C'ON.4TRLICTION ( :�y✓'' Fcr .;ne construction of public or private Curls, driv;—yt, pavensants. DOMMI 6=11. 11101M4 MNMW and ctfner like public works improvements in connwetion with MINORJMPROVEbF- a-'$. and IP91ROVED DATE: 02/18/05 Subdivison ee�rtPIN aat_C3•alu ' Mircr Im+proaasrcrpm rCwm IV LOCATION OF CONSTRUCTION / / WASHINGTON STREET S O HIGHWAY 111 TON 0 MILES AVENUE . i (Street address or Description of Location) PURPOSE OF CONSTRUCTION PLACE FIBER OPTIC CABLEe�, BER OPTIC 9B= . 'DIMENSION OF INSTALLATION OR REMOVAL SEE ATTACHED DRAWINGS FOR ' SIZE OF EXCAVATION, IF NEEDED + LOCATIONS - APPROXIMATE TIW, W N WORK WILL BEGIN ASAP •TRAFFIC CONTROL PLAN SUPPLIED BY TOPS & BARRICADE`. i APPROXIMePLETION OR CONTRACTOR ESTIMATEDTl Ncows 0 PAULEY CONST. (Includi cdon, materials, and debris, badtfilling. Corn' pactio anent. rat wfacing and/or replacing improvements) In .� tion of tha granting of this permit, the applicant hereby agrees to: ` I ify. defend erred sew the City. its authorized boants, officer; representatives and wric-o-aaws. brake tone and aPasa aqr ad ad \�Y liabilities or loan rewlting from chime or court action and rising out of any st=oeset ba or dkcmW s stows or property or occurring a a proximate result of any work undertaken under the permit grand puarsown ao Sob a ioo_ tify the Administrative Authority at least twenty-four (24) hours In advance of -the brae ass no am ba aar=:L ply with all applicable City Ordinances, the terms end conditions of the permit and aril acc.oede nab a d ag<ieias sI cab. Orr of La Ctuints .and to pay for any additional replacement necessary as the result of this worn_ �• Signature of Applicam pr ems' VERIZON 295 N. SUNRISE WAY PALM SPRINGS, CA- 92262 Name'of Applicant (please print) '+ Business Address TaNo• PAULEY, CONSTRUCTION JOHN' FONTES 760/604-6333 Name of Contractor and Job Foreman Business Address ' T * ,; t cane Nma. 68172,3 Pk w;x,►tZ ssoZ� Contractor's License No. r City :-S�L NO- 'e^ per:c4., t. v✓e,,ce C-L Gk-,03190O Applicant's Insurance Company _ F-m:¢y Nun3biw FEES: Subdivision Improvement Permit -Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs J Minor Improvement Permit - Class IV. See attached schedule Inspection Fee S NIT P':RJaT, VAL>13AT]ON ' Permit Fee • l o 0. 0 J -13 x. PERMIT NO. Penalty �. e Cash Deposit -Surety Bond DATE A?Pn�.� if required EXPIRAT.C% :AT E TOTAL: S 100.00 _ ' •,DATE ISSJ=t Receipt No. B' Received by Date Recorded by Tefe;.I•:.re =164 7- r= _ MaT-II-[U110 14:11 rrom-rAULei Lulrr m e ur3lAiR4 DcaooeeUoe ACORD_ CERTIFICATE OF LIABILITY INSURANCE Ro ER $77-945-7379 THIS CERTIFICATE 15 ISISU ONLY AND CONFERS NC RTIFIC willLe worth Amami—, Ina. - 1+1.gional Gat Gntor ALLTERTHE OVOLIS ERAA E A AmaI 26 cantucy Slvd- I-LOD r.uulluuc r-3iu v, o. boa 305IS1 INSURERS AFFORDING COVERAGE W.rkvslla. Ts 372305191 urnll NaUREA Pavlmy emetcuction. IAc. INSURER A:bu AuemScsn ZRe 2021 Me.t Sashed Lane Ia3UREPn: EusicL ifacican ZnaVr Hkoenia, AY 05027 INSURERC: MUCICh AMOric— A:neuw=n DATE 1 o9 2 1 22/26/2094 A MATTER OF INF RMATIOI M UPON THE CFFMFICAT THE POLICIES OP IN3URANCE LISTED DELOW HAVE BEEN 133UED TO THE Od3UREO rvAI=u Aoir.c rwn I n� r...,... I�• .�- ANY REQUIREMENT. TERM OR OONOTTION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPEOT TO WHICH THIS CERTIFIOAl MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND POLIOIE6. AQ&REoATB LIMITS SI10WN MAY HAVE BEEN REDUCED BY PAID CLAIM . P T oN TVPEOF IN .YRANC POUCY NUMBER A ERALUA81UTT %.0369748000 4/1/2004 4/1/ZOOS EEWEREND CO WEACIAL GENEflAL UAIRLm CLMMSMADE L.d OCCUR mIe ran pEgyoNAL A ndV IHAi1R1 GENEAAL AGGROATE PRODUCTS. COMPJQP A ncw. •ranncn�7E Ld11TAPPLIES C AUTOMOBR-EUABIUT7• TX TA?369748100 C ANYAUIU hW MR369747900 ALL OWNFDAUTOS SOHEOULEOAUTOS ' 19RMAUTOG NON.OWNEDAUTOS 'T CARAGeLIABILITY ANYAVTO 71 D EXCk%SUANLITT 8>FZ6811Z4 OCCUR ❑ cLAIMSM1nE DOOYOTIRE X RFMM.TUAN 00 6 wOAKERar�PBrBA710NAND W wC369745201 EMPLOY v LU►BI 15CUTIVE 'I OFFIOEOERn�MOM EXCLUCADD? BY Bvidooce of iawrenaD I A RD 2512001/OWi C011:1166229 TP1: NAIC6 BE ISSUED OR DONS OF SUCH 4/1•/ZO04 4/1i2o04 4/,�L/2905 4/1/2005 COMmI81NMGLIMIT 6 2,000,000 P OrDILV WAJURY pwwl SWILYa1JURV �aaCeKroml B PFOOPEAWDAMA13d 6 AUTOONLV - BA ACCD)ENT 4 ormeATHAN LAACC AVTOOKV: Ann 0 x 6/19/2004 14/1/Z005 4/1/20a4 I4/1/2005 "IJILD ANY GOTHE ABOVE 002CRIDED rouses BECANCELLOD BEFORETNe emiRATIoN DATE TI1lAeDP. TNe IesU1N0 IMSUAAA WA.L 0WIRSVOR TO MAIL 30 DATE WRITTEN Nd CrETO TNV CERTIRCAY2 HOLDER NAMED TO THE LWr, BUT FAILVRE TO 00 90 SMALL IMP05E NO 09UGATIUM OR UAeIUTY OF AN1• WN0 UPON THE INSURER, ITS AGENTS OR :SX15zo8 Reeeived Dec-16-2004 16:24 From-RI4t+tFa■ TD-PAULEV CORPORATE .UPS Page 002 J Mar-If-Z000 14:" Pr0@-rAIJUT LUKrUKAIt urJIAIRJ I -LID r-uuLiuuL .r-a1u f r 4 Sege 2 of 2 IMPORTANT it the . certificate holder is an ADDITIONAL INSURED,. the Policy( must be endorsed. A statement ' on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may r require .an. endomement. A statement on this ceriftate does, not confer rights to the certificate • holder In lieu of such endorsement(s). a ' r DISCLAIMER . "* The Certificate of Insurance on the reverse side of this form does not constitute "a oontraia beb+veen r the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it r' affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. A Ip25(2001108), Coil:1166229 ?pl:268423 cart:5115208 7 P U EY CORPORATE UPS Pace 001 Fr i tear o- A L .. Received -R " Dec-16-200e is: om sh r , 9" PUBLIC WORKS CDAfSTR UCT FOW ( � , . trees ©nrtruRion O•` publ.c Or pe'vate C•Ms. driveways, pevernntl. tinier ptsaes0 hils. anmu:%. -mftw aft `. a-C o:der like public worts improvernent3 in cnnn+eetion with MINOR IFAPROVI W-- sod APP910WE Subdivison s,I r — Clines I" DATE: _ 02/ 1H/05 Mir' r k== P-H IV LOCATION OF CONSTRUCTION WASHING1TON STREETS/O HIGHWAY 111 TO N/O MILES AVENUE (Scc IStreet address or Description of Location) PURPOSE OF CONSTRUCTION PLACE FIBER OPTIC CABLE Stet=, :X— �t pj;f BER OPTIC 6 TT DIMENSION OF INSTALLATION OR REMOVAL SEE ATTACHED DRAWLNGS FOR SIZE OF EXCAVATION, IF NEEDED LOCATIONS APPROXIMATE TIME WHEN WORK WILL BEGIN ASAP TRAFFIC CONTROL PLAN APPROXIMATE TIME OF COMPLETION (_ ac,, ,moo L SUPPLIED BY TOPS & BARRI ESTIMATED CONSTRUCTION COSTS $5000.00 OR CONTRACTOR (Including removal of all obstruction, materials, and debris, badcTilling, eom- PAULEY CONST. paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnity, do,4" and save the City, its authorized agsnta, offiCOM fepresontativp and err+pmms. barter %- - and agaiaz arty and Penalties, liabilities or loss resulting from claims or court action and arising out of arty se-ioeex. le- or s yorscian or prop happening or occurring we a proximate result of any work undertaken under the permit g, yw=zms so f?tis a6xAicx6C0- Notity the Administrative Authority at least twenty-four (24) hours In sdvsnp of this tarn saxes eat Cie ks atayi Comply with all applicabis City Ordinances, the terms and conditions of the permit and all Weds: and nawhx6cinz yf vie Csty La Quints and to pay for any additioral raplacarnent necessary as the result of this wort Signature of Appliear_ s Agerx VERIZON 295 N. SUNRISE WAY PALM SPRINGS, CA 92262 Narne of Applicant (please print) Business Address Thore No. PAULEY CONSTRUCTION JOHN FONTES 760/604-6333 Name of Contractor and Job Foreman Business Address Teephax No - Contractor's License No. City BL� Lkz=e Pant Applicant's Insurance Company F-Z:ey huvrnv-- 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 S PEPJaT VAIL :)A T )CAK Permit Fee PERMIT NO. Penalty Cash D�poiit-Surety Bond GATE Ai'Pn=.Z0 if required EXPIRAT:Cti :ATE TOTAL: S DATE ISSUE, Receipt No. By _ Received by Dare Recorded by Tele;>•cre i 0 I4-- 4 '7 III :7177-7 r- E L3 -.Z== n. + ..7 f 47 ...-7 7 T 7: . . . . . . 7 7 .. 14 --I:-: -..r p ­4 _x 4-- t 4 + - . - _L "I- _J_ _ - : _t _., :. . t t 77: 4: zztz, * -4 I:4 4 _4 I. L 4 ':7. ...... 7 :E r -:17: =F �4LL- 71. 7. 7:: Z . . . . . . . . . 7 .7, .7 --_t -1 7 :1:: T t I :.1- - 71 7 .7 -40 -Qo- xi.. t. ==t= I IL =J7 :t-' Z 7 =7 4+ P =:r---:T = r. 7-- 4 r _u It FIX 4- + 4 I= t I==74: E. ff= T - F 77 T.. T�- T: T7 r 3 7 t I 7 =T 4-- n= 7-7 :z I�.:j =L: t r- V::-::- I- 7 + :-T 7L T. 7:7 T 7-73- t.=. t7- =J 74' F-. Z T- ==. I:= 7. I 4 T. F .7- -A- MA" T= - t==r 7- I+ " Mut =.T. f 7= 7 4-= 4 I7 =7 ow . 4. 1" - !N-77� 7 I4- -4- :;17. IPROFILE SCALE, :-T =T_ IIC, II4 4: -1 - - 4-- =1: -:-::I VERT.: 1 4s "n1z17Z-._j--__ -'71 + r L 17'. HORIZ.: 1 =40 .4 f.7: - -:4 =T, 4- L 6,ww%lj mr-ou"M-o PI-76.85 TC LO *10+00 *1 1 +00 *12+00 *13+00 *14+00 15+00 *16+00 *17+00 18+00 EX. GAS UNLE NOTE: INDICATES STA110NING '%P 0 EX. TEL. LINE 'A /Z ALONG THE EXISTING C.L. EX, 12" WATER- /* ui Q: m FUT. A A . . d ce ir < CURB Lsj Z" z ca % 957+35.32 FUT. ECR ;A4 a -,3 -m 0,4 x 0 4kt Q eno * 4c 90 fN Ar Co Uj x STATE HIGHWAY Ill w co co + + 83, + + t- Z z + I +in w cq V) 9-1 - Q f, UK. N EX. 8 VCP SEVA c4 in ui u FU TU E cc VA\ z z Q a + a. EX. 18" FORCE SEWER MAIN + CIO DMff wz EX. 12* WATER co 40 V w 0 mw -cl I - zw C4 FUT. SW 40 W + k-:, N EX.2-12* D.I. SEWER FORCE MAJN c 0 w 1`4 2 77.96TC EX R/Wj & EX 3- GAS RE-PJRN UNE EX.R/W I 'sk 77.29FL 10 FUT. 0, EX. R/1W C&O *Cob- 7 m d ItST. �EX. 6" C&O -I 20W # C� �+Oo N 00 7P5� W RAIL 1116, C4 . . . . . . . s C11 -0 7 kF F� �-Qo 9 S- CURB PER FUT. BRIDGE DESIGN N X. KP E X. R-2056' EX.8"C&G 7 ;D1 XULI 0 EX. TEL. LINE SCALE* 2x4O* iE \7'0 17 1 DRAII 4 FVTURE 0 EX, �R/W?2 MEANDK"G a CUR4' G 8 EX 1 6" WATER EX. R/W7 sw n I a 0 via PER NISITE IL i 1 - BCR. 79.59TC LANDSCAPING 4� EX. R/W C 6'CF 79 0*1 PLANEX. I W FORCE A PER ONSITE EX 4N, .19 uj ::� SEWER MAIN ci - LANDSCAPING PLAN F5 41�1 VAULT 17 T-, G9 . + 0 , ca I L w La ca EX 8* SEWER I // I.. w Lm 04 re Ift * . w SEE DETIL * " CA MEANDERING in + DWY 11A f '"k I DWY D ON SHT. 2 FOR SIDEWALK PER ONSITE (PER ONSITE OR. PLAN) M + 'A 0 OFFSITE GRADING iz SEWER MAIN co LANDSCAPING PLAN !e EX 1 8" FORCE in + + PER ONSITE N N co GRADING PLAN 15 .2 - - - - Z CONSTRUCTION NOTES EX. ELEPHON LINES EMOVE EXISTING CURB, GUTTER AND SIDEWALK. E IA R IS SAWCUT & REMOVE EXIS71NG PAVEMENT. z + 4- 'X (3+ EXI ST. 18" WA 2 -REMOVE EXISTING GUARD RAIL WA < CONSTRUCT 2 1/2- AC OVER 8- CLASS 11 AS. TRAFFIC SIGNAL TO 8E CONSTRUCTED COCA 4 CONSTRUCT 3" AC OVER 4* AS (ONSITE PAVING). PER 'rRAMC PLAN (SEE SHT. 5) M A CONST. S* PCC PVMT. ON 6m CRUSHED AGG. BASE (COLOR. FINISH & REINFORCING STEEL PER ONSITE ARCH. PLAN). EX'18' F5 @-CONSTRUCT TEMPORARY 3' AC OVER NATIVE WASHINGTON STREET.- 0 6 CONST. Er CURB & VARIABLE WIDTH GUTTER (TYPE A-8) PER COUNTY OF RIVOSIDE STD. Dm, NO. 201. SEWER MAIN PROP. 8* SEWER 7 C_ ONSTRUCT W CURB & GUTTER (TYPE A-8) PER COUNTY OF RIVERSIDE STD. DWG. NO. 201. CITY of LA QUINTA 8 ONS'1RUCT TRANSITION CURB ONLY FROM 8'CF TO 6"CF. p - CURB ONLY (TYPE :D:) PER Ian Set No. 9 CONSTRUCT 8 COUNTY OF RNPERSIPE SM. DWG, NO. 204'L 'ONSTRUCT 6- CURB ONLY (TYPE 0 ) PER COUNTY OF RIVERSIDE SM. Dwci. 140. 204. (10)-C 9. 11 CONSTRUCT 6' WIDE CROSS -GUTTER PER COUNTY OF RIVERSIDE SM. DWO. NO. 209 & 209A. AV G (19-CONST. HANDICAPPED ACCESS RAMP PER COUNTY OF RIVERSIDE SM. DWG. NO. 403 (EXACT LOCATION PER LANDSCAPING PLAN). MEANDERING ISIDEWALK PE6 I INSTALL 2 X 6 REDWOOD HEADER. ONSITE LANDSCAPING P @ 14 INSTALL BARRICADE PER COUNTY OF RIVERSIDE SM. DWG. NO. 810. 15 -EXIST POWER POLE TO BE RELOCATED BY OWNEPL CONSTRUCT BASE COARSE (2 1/2-) OF A.C. No. 41308 @X� Exp. 3/31/95 16 EXISi FIRE HYDRANT TO BE RELOCATED BY OWNER (NEW LOCATION As SHOWN). IT @_ PAVEMENT LEAVE I 1 /20 LOW TO ALLO FOR v Q7 cdu�liriv 11LM 1v or_ $ AUJU101CM IV kvKlWr- OT VWr4LM AMU/VK MMAI�r_ rVK 1MArrit, n-AIJ LVOWIFIV. rC&G CPA 18 ADJUST EXISTING MANHOLE TO GRADE. RNISH COARSE AT A LATEER DATE. 0-PROTECT EXISTING GTE MANHOLE IN PIE SCALE. DESIGNED BY- TE 13ENCH MARK: BASIS OF BEARINGS PREPA NDER THE&PERVISION OF: APPR W BY: CITY OF LA OUINTA APPROVED DATE No. REVISIONS SHEET ALONG RGHWAY 111, 0.3 MIRULES OF INTERSECTIO THE BEARINGS SHOWN' HEREON ARE BASED ON THE I" - 40� S.A. CITY OF LA QUINTA N,, & fbrenmi� Inc. DRAWN GHWAY Ill AND WASHINGTON ST. ON NORTH SIDE OF.smALL NORTHEAST OLIARTER OF SECTION 30 (WASHINGTON WASHINGTON STREET IMPROVEMENTS OF 0 T SOUTH AND 36.0 FEET ir A OW EnOwft - Plow" - Swvsm - Pubko STE REINER R.C.E. 41308 DATE DATE: F9ANK`9'fEYNOLDS_ SOUTH OF HIGHWAY Ill 60.0 wom B.A. p STREET) BEING NOO*19'36*W AS SHOWN ON PARCEL. Ya POLE #98M3 I.D, MONLUENT SET ON HILL 3.0 Wd 6*0 8K C320. 01WIN CA WU-49W . 714/94I�3570 LICENSE EXP. DATE: 3/31/95 STREET IMPROVEMENT PLAN T HIGHER THAN HIGHWAY 111. SS DISC IN CONCRETE MAP 9618, P.M.B. 60/18. RECORDS OF RtVER-9DE B7E-CKED El't '--�.C.E. No. DATE OST. I955-56,(RIV. CO.) DATUM ELEVATION 89.889 32740 6/.30/94 COUNTY. STA 10+00.00 TO STA 17+83.96 SHE 2'SIP02 09/02/92 @09a 011DEk 054,9-7FFQ(AE CURVE DA A NO. &/BEARING RADIUS LENGTH TANGENT <,-k) 54'45'2V 5.00' 33.4V 18.13' <B-) 221rl2" 65.00- 25.6e 13.00' <C-) 03-43-14- 1421.00- 92-27' 46.15' <5) 61-27@31" .35.00' 37.54� 20.81' <E-) 116`03'07" 5.00' 10.13' 8.01' <7) OMV3V 11 75.00' 169.238' 84.84' (6> 90-WOON 35.00. 54.98' 35.00' 1 QH 90'00'01' 35.OV 54.9s, 35.00' <-I) 00-1 1-4e 1968-OW 6.71' .3.36' > 90`001000 35.00' 54.98' 35.W OK I 1 2*33*37" 50.006 104.34' 85.84' <L-) IV33*5e 60.00' 16.30' 8.20' <M-) 32-15-28- 35.00- 19.71' 10.12' <N-) 1.3-49'21&- 83.75' 20.20' 10.15! 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I.7. .... .. ... . . . ...... ....... ....... . .... ..... ... ........ ........ ....... ............. ....... ......... ...... ..... ....... ....... ......... ... . . ... .. . ........ ..... .. ....... . ..... ........ ...... ................. ......... .... . . . ....... ........ ...... . ....... ............. ........... ........ . ...... .... . . .. . .. ........ t ........ ........ ........ . . .... ..... .. . .... .... ............. ..... .. . ..... ....... ........ . . ..... ..... . . ..... ...... .... ... ......... ........ . . ................. .... ........ ....... .... . .. ........ ....... ........ . ....... ....... . . ...... . . ....... . ... .. ....... ............. . ..... ...... . .. . ....... . . .. .. .. .......... ........ ..... ...... . .. ........ 4 ................. ......... ... ... ....... ...... . ...... ....... ....... ........ ......... ...... . ..... ...... . ....... ........ ........ ........... ........ ...... ........ ....... ........ .. .... ........ . .. . ... ....... ... .. ... .......... . .. . ........ ........ .. ::=:: . ....... t ........ ........ ...... ....... . ....... -4 ....... .. ....... ........ ....... . ...... ...... . . . . ...... ............... ........ .... . . ...... ........... ... ........ ........ 4 ....... . . . .. ...... ........ ........ . .. ........ ........ ...... ....... ....... -- --- -- ....... ........ ... 6 .... ........ ........ . ... . . ........... . . ..... . . ...... ....... 14........ ........ .,? .................. ......... ......... ....... ... ....... . ...... ....... .. .................. ..... ........... . ....... ........... .... . . ---------- . . . . . . . . . . . . . . ................ ........ ..... .. ....... ... . ....... 7 . ..... _. ....... ....... ........... ...... . ....... ... ...... ...... .... ............ . ..... ....... . ...... ...... ..... .. ......... ....... ......... . .. ............. ..... ....... .... ....... PROFILE SCALE: ......... ... . ... ... .............. ........ .... .... ............. ........ ...... ...... ................. ..... . ....... ........ ..... ........... ...... ...... . ........... .. ..... ....... ........ ...... ....... .............. ..... ....... ...... ..... .. ....... _' ­­ V . ....... ........ ......... ....... ....... . ...... ... .. ...... . . ...... ................ - - ------ ....... ..... .. .... ... .... .... ..... ...... ..... . .......... . .. ... ........ ........ 7 -::: :::: :- ............ . .. .... = . ................ VERT. 1 '4# . ....... ........ .. . .... ........ ........ ...... ................ . . ........ ........ ........ ... ....... .... ... . ........ *:::::::I 4 - t .. . ... ... ... ...... .... .. ....... . . ....... ....... ... ....... . ........ ........ .... .. 7 .... ........ .. ...... ........ ........ i ........ .. ..... . 4 j ........ . ...... . . ............ ........ ........ ........ HORIZ.: 1"=40' . ........ 7 7. --fl ..... .......... ..... ........ ...... ...... i *: ::.-.= .... :7::f::­t .... i . .. . *-,--- 1: ... . .. . ... . ... ........ ....... ... . .. . . ...... ....... . . ........ ::7::: . ................ ...... . ....... ...... 149+00 150+00 1511 +00 152+00 EX. GAS LINE G NOTE: INDICATES STA110NIN EX. TEL. LINE--, ALONG THE PROPOSED C.L. w /kIT I IliLi + (7) Z 0`1 - < Uj _j 1-Z 0i 25 z Q (L !----EX. 12" 0 W :� WATER 0 20 40 80 0�i :C1 160 EX. 4" GAS---. m a z n c-, LO 0 r� z a Z EXo D Co EX. R/W EX. &G GWHIC SC4M- I 40' (n 10 + 0; C4 EX_ R/W\ /EX. C&G 1 EXe r, ! I I I+ w �11 . z CONSTRUCTION NOTES 1A REMOVE EXISTING SIDEWALK. (_'-'�-SAWCUT & REMOVE EXISTING PAVEMENT 1- MINIMUM IC _--REMOVE EXISTING CURB AND GUTTER. k,�;)-GRIND EXISTING AC PVMT. 1E SAWCUT & REMOVE EXISTING MEDIAN. @_1 &FREMOVE E)OSTING X-GUTTER AND SPANDRELS. .�-,_SAWCUT & REMOVE EXISTING CONCRETE DRIVEWAY APPROACH 2 , NOT USED (0�,'�-CONSTRUCT 4" AC OVER 8" CRUSHED A.B. (It I-N 0 0 *NSTRUCT VARIABLE THICK AC OVERLAY (0.1' MIN.). ONSTRUCT 8" CURB & GUTTER (TYPE A-8) PER COUNTY OF RIVERSIDE SM. DWG. NO. 201. 04 CONSTRUCT CURB & GUTTER TRANSITION FROM O" CF TO 8" CF. 8 CONSTRUICT'CURS & GUTTER TRANSITION FROM 6" CF TO 8" CF. NOO15'36mW CONSTRUCT CURB ONLY (TYPE -D-) PER COUNTY OF RIVERSIDE SM. OWG. NO. 204. . . . . . . . . . . . . . . . . . . . . . . ... - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . ...... . C-A 153+00 154+00 155+00 L" to Lo r ... .... 7 V) CF) w + PROPOSED C.L. INT. 95 WASHINGTON STREET W 00 14' =955+41.29 STATE HIGHWAY 111 0) ............ . ............ A"i_ . ..... . .... .... e I EX. TEL I NE :1 ..06TC w .3.39TP In : C.) in - m tn 0 �z EX. 18* FORCE—- ca 4 co 00 to SEWER MA 14 tL + Q IN m !t6 C4 -,; 0 1 27 1. in to LO + + 00 Ito ONST. 24 C-4 + 3.95 IN r EX. 18* FORCE" EX. S"SEWER,' WORK WITHIN STATE HWY. 111 0 1AD-1.50 to SEWER MAIN EX. 6" GAS * - \ 11 SHALL BE PER CALTRANS S-0.002 Ic ENCROACHMENT PERMIT 5,+§,,4c TATE H 111 ECR, AJOIN E)(. 10 CONSTRUCT 6* CURB ONLY (TYPE *D") PER COUNTY OF RIVERSIDE SM. DWG. NO. 204. 1 1 NOT USED 0�-CONSTRUCT HANDICAPPED ACCESS RAMP PER COUNTY OF RIVERSIDE SM. OWG. NO.-403(A) INSTALL 2 X 6 REDWOOD HEADER. U-CONSTRUCT 8 MEANDERING SIDEWALK PER COUNTY OF RIVERSIDE SM. DWG. NO. 404 @15 E)aST. POWER POLE TO BE REMOVED BY OMER PER IID @-E)aSTING ITEM TO BE RELOCATED BY OWNER. 17 EXISTING ITEM TO BE ADJUSTED TO GRADE BY OWNER., Q!89--ADJUST EXISTING MANHOLE TO GRADF_ U9 CONSTRUCT LOCAL DEPRESSION PER COUNTY OF RIVERSIDE SM. DWG. NO. 31 1. k&-EXISTING GTE MANHOLE TO BE RELOCATED BY OWNER. REMOVE EXISTING REDWOOD HEADER. PROTECT IN PLACE EYJSTING TRAFFIC SIGNAL MAST 3 RELOCATE EMSTING TRAFFIC SIGNAL CONTROLLER BOX PER TRAFFIC PLANS 24 RELOCATE EXISTING TRAFFIC SIGNAL MAST PER TRAFFIC PLANS 5 CONSTRUCT CATCH BASIN PER RIV. CO. SM. DWO. NO. 300 CONSTRUCT CROSS GUTTER PER RIV. COUNTY SM. OWG. NO. 209 t,Z CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS SM. OWG. A88, CASE -E-*' HANDICAPPED ACCESS RAMPS. PUSH BUTTONS, AND PUSH-BUTTON POSTS SHAH CONFORM TO CALTRANS STANDARD PLANS A88F, ES-5C, AND ES-7A, RESPECTIVELY. PUSH-BUTTON POSTS SHALL BE LOCATED AT THE TOP OF THE W14EELCHAIR RAMPS SUCH THAT, WHERE RAMPS SERVE MORE THAN ONE CROSSING, A SINGLE POST SHALL HAVE BUTTONS FOR EACH CROSSING. r�C WASHINGTON E ;I., pt 10, -7 / All 78 Crry of LA QUINTA dDR Ci0N177fiZAC7r`inR & tq a WeA u Lok� 01 oci Tun O�; uk QA%w% Lf 6 0;4 V CALTRANS PERMIT NO. w-oi�d-Mc.ovo APPROVED BY- R A C K i R i NG IN illl IN Gp IN( ESS C�ITY CX= L-A (:;)Ul TA REVISIONS: ? NO. I DESCRIPTION BY DATE CAAL ENGINEERING - LAND SUWFYING - PLANNI��: 57466 29 Palms Hwy, Ste 8 68487 E. Palm Canyon Dr. Ste 43 "MW PLANS 3OF Yucca Valley, Ca. 92284 Caffiedrd City. Ca. 9= GTON STFM &FRO* DATE nGT R.C.E. "250 Phorwr (760) 365-3131 englneer* Phonw. (760) 202-1800 rax: 060) 365-7010 hockergrouporg I= (760) 202-W67 CIITY ENGINEER EXP. 06/30/4" 7 PARCEL MAP NO. 29",r911 No. 55606 wN BENCH MARK: SHEETS CA 2jL1E_,.m SCALE: AS SHO 4010dirs .4m) aijc TO PLACE I -%t - -___ - , PREPARED UNDER THE DIRECT SUPERVISION OF: &p. 12/31/04 4 v S (A KIFL PLOT DATE: 9104101 ALONG NMWAr I I 7. 0.5 WES WESr OF NZERSE=ON OF HIGIMAY I I I WD W4SH1WW Sr ON NORTF1 SIDE WASHING" o i REET �4_ DESIGN BY- M.D.H. OF SMAU Nu smrw OF HIGhWAY I It 60. 0 M-7 i CIVIL SOM AND 36 0 FEET KSr OF POM POLE 19N63 STA 148+72.83 TO STA 153+.12.05 I.O.. MONUMDVr SET ON HILL .10 FEET HICUFR PM DATE MICHAEL D. HACKER R.C.E. NO. 55606 C FILE NO. OF C DRAWN BY. P.B. HIGWAY I If, 8&4SS D5C IN CONCRETE POSr - 4011 FOR: J.D.D., LL.C. DWG: 000401SO3 EXPIRES 12-31-04 BY* D.H. 11955-56 (RIV CO.) DATUM 0"A17ON 89.869 W-0- 000 FO IAE (D CUR __1 INE DA k NO. A/1.3EARING._ RADIUS LENGTH TANGENT OA 1671 f 42 . .70.00' 19.99' 10.06' B N16*02'39"E 22.47' - C NOO'19'03*W - 128.26' (D) 129*59'5e 50.00' 113.45' OV1.44 %r_,/ 114*4V11" 3.00' 6.01, 4.69' OF 40'31'47" 77.00' 54.47' 28.43' 13844!250 3.00, 7.26' 7.97' NOI*07'37*W - 63.09' - 126-11'00* 8.00' 17.62' 15.76' N35-03'22"E - 15.53' - N 9*03*W 00*1 120.75' - OL 180-00-000 1.001 3.14! - (M) N01 -1 9'05'W 230.43' - <N) 166-28'22- 1.50, 4.36' 12-65' 00 12-31*36* 200' 43.73' 21.95' kri NUU-IU W IN - 171.27' - 12Q 44-'13'38* 3.00' 2.32' 1.2:r OR 2422'1 2" 40.00' 17.01' 8.6,V QS 161 -08',36* 1.00' 2.81' 6.02, - .. •. - - .. e31811 244LIO CM MM M•18e401 it _ sy DABS 2 .' 76'W-W ' - - e31749 sj 831813 2441.10 (76) M•180401 - N VFWI - C REVISED '. .. e31744 2441.10 (87) -. -.'; - ... - wrwM►eawaa Y4 PVC 4- e31843 2441.10 (82) • .: - - 32502 2 41.10 t871 s e31813-•31802 2441.12 nN. M•162031 . _ .,. MM-1820 E MM e619 1�40044 11NOE 4 N - 68PW-W .. ® - H e637 V •31803 2441.10 (64) M•182034 _ . - 14'XB'%7 - 749�� TO CA. OF WASNINOTON ST f u'x6•zr -. _ ro MILES AV c i f -31841 . • .: 031818 2441.10 (76) - 4'ABS 4 .. - •31842 2441.10 M871 M•540044 1.2 "O.ORANGE 4 - _ - - 31842 244410 (76) TkKKUL Lo 3T : 40 n1 11a\C "n V LURE PRE-POSTEO AU -C ME5 kkEPo TIN ��ac+:_ R� y r.IF UM AT THE S A Ctl E T\ ' PROPRIETARY INFORMATIO N FOR USE BY AUTHORIZED VERIZON EMPLOYEES ONLY SCALES 15� > TAX AREA RM ZONE Ill u 33 Is-W-w w F- UC ROUTE REF. COND 4 MAN N REF CO Z >- "' N STATE/AREA DISTRICT W N t- F' CA HIC H DESERT/SUNG LT C-0109-0 a EW4AHM SERVICE SECTION o. ¢ it GTE CALIFORNIA, INCORPORATED w w PALM DESERT IMPORTANT NOTICE O GTE Cellfo innerpereted POTEC7 dace net eawln. N : WIRE CENTER - fy y �,^/ P (/�\ `Tj R .. 5 C�5e4 Z F F IZ t A L O reapeeesbllaty fx tM eeelrep k eaeplebneee of th.» de evingr Ner ,n4tellenen n w•eL x rele- 0549 WASHINGTON ST v W 4V� ire \�rL 4 �r - am - celiac of glephene p1eM •:ey hew red enoe the PLAT NM . deM of thie trsMng You Imet oall Vnderveend 8er•- Al-t N Iwt tiro m+sng dogs W$ e•oevelug C01098 '.. a Bea 4zz-413�1