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4467�l 4 NOTE: With pro er validation. 9' BZ✓� Q l z �lOpr'O 4 p,Q / o this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) s OF TFlb9`v For the construction of public 6i private'curbs, driveways; pavements, sidewalks, parking lots, sewers, water mains and other like public Works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Au 22 ' Subdivision Improvement Permit —Class III uat DATE: g ,,2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho Santana i21 31202-3 and. —4: Ave 52 and Monroe (Street address of Description of Location) PURPOSE OF CONSTRUCTION Ort—site street improvemeitts Sketch (attach construction plans if appropriate) ****See attached plans for additional DESCRIPTION OF CONSTRUCTION see PSN 0 1 1 & 04160 Storm Drain estimates Contractor #2 . DIMENSION OF INSTALLATION OR REMOVAL See Plans Granite Construction 38000 Monroe St. INdio 92201 775-7500 . S12E OF EXCAVATION, IF NEEDED State License 0 00089 City License. # 2501• APPROXIMATE TIME WHEN WORK WILL BEGIN Augu6t. 22, 2005.pallet/ Forge Insurance Company APPROXIMATE TIME OF COMPLETION November 15, 2005 GL 2 4921 89 16 ESTIMATED CONSTRUCTION COST $ 277.602.00*** (Including removal of all obstruction, materials, and debris, backfilling; com- paction and placing permanent resurfacing and/or replacing improvements) - In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or -loss resulting -from daims 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 Administnitive Authority at least twenty-four (24) hours in advance the ti when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the pe t . n applicable N regulations of the City of La Quints and to pay for any additional replacement necessary as the re of th �9 i Signature of Ap r Agent Oestrrt Cheyenne, Inc. 78401 tiwy 111 Ste" "6". LQ 777-9920 John Peclalino 578-6915 Name of Applicant (please print) Business Address Telephone No. Lamy Jacinto Construction P.O. Sox 615.&_-atoruei CA 92358 (909) 794•4I51 Name of Contractor and Job Foreman Business Address Telephone No. 458118 Contractor's License No. 6207 City Business License No. Lexington• Insurance CoW any 1070439 Applicant's Insurance Company Policy Number FEES: Subdivision. Improvement Permit —Class III Public improvements: 3%of'estimated construction Private improvements: 3% of estimated construction Minor Improvement Permit — Class IV: See attached sd Inspection Fee $ 8,330.00 100.00 100.00 Permit Fee Pe—iaTf-7 As Built Dup (1,000.00) Cash Deposit -Surety Bond if required TOTAL: $ 9,430.00 Receipt No. Received by Date AUG 2 3 2005 uF. --- ' %`.� 4467 OF LA QOINTA MAE.REPr PE MIT VALIDATION PERMIT NO. 4467 DATE APPROVED EXPIRATION DATE DATE;,ISSU By - Administrative Authority Recorded by II Telephone: (760) 777-7075 NOTE: I With prosier validation this form constitutes an encroachment permit [9 CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: August 22, 2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho Santana TM 31202-3 and -4; Ave 52 and Monroe (Street address or Description of Location) PURPOSE OF CONSTRUCTION On -site street improvesents DESCRIPTION OF CONSTRUCTION See PSN 04161 & 04160 DIMENSION OF INSTALLATION OR REMOVAL See Plaits SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN August 22, 2005 Sketch (attach construction plans if appropriate) *** See attached plans for additional Storm Drain estimates Contractor #2 Granite Construction 38000 Monroe St. INdio 92201 775--7500 State License # 00089 City License # 2501 Valley Forge Insurance Company 2 GL 4921 89 16 APPROXIMATE TIME OF COMPLETION November 15, 2005 ESTIMATED CONSTRUCTION COST s 277,602.00*** (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and 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. Comply with all applicable City Ordinances, the terms and conditions of the perm#';and)lld applicable rul regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work:, o� ly Signature of App�or Agent Desert Cheyenne, Inc. 78401 Hwy 111 Ste "G" LQ 777-�9920i.Tohn Pedalino 578-6915 Name of Applicant (please print) Business Address Telephone No. Larry Jacinto Construction P.O. Box 615 Menton, CA 92358 (909) 794-2151 Name of Contractor and Job Foreman Business Address Telephone No. 458118 Contractor's License No. 6207 City Business License No. Lexington Insurance Company 1070439 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction Private improvements: 3% of estimated construction Minor Improvement Permit — Class IV: See attached s, Inspection Fee s 8,330.00 100.00 100.00 Permit Fee Penalty As Built Dep (11000.00) Cash Deposit -Surety Bond if required TOTAL: s 9,430.00 Receipt No. Received by Date AUG 2 3 2005 LA D 4467 e ut['7: PE MIT VALIDATION PERMIT NO. 4467 DATE APPROVED �> EXPIRATION DATE DATE ISSUED ';°7 7 By Administrative Authority Recorded by 11 Telephone: (760) 777-7075 Date: PUBLIC WORKS DEPARTMENT. APPLICATION FOR PERMIT 8/19/05 Location of Construction: Rancho Santana '�'/`'� 3 ZD —3 4.e�•� Purpose of 'Construction: 5 Description of Construction:.33m 3 ��C�e P S tk) Dimension of Installation or Removal: Approximate Construction, Start Date: 8/22/05 Approximate Construction Completion Date: 11 /1'5/05 Estimated:Construction Cost: $ 2-77, 607, See --�i-k,,a D �,�;�.•,, Estimated Construction Cost shall include the removal of ail obstructions, materials, and debris, back- filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name:: John R. Pedalino Phone Number: 760 578-6915 Name of Applicant: Desert Cheyenne, Inc Applicant Address: 78401 Hwy 111 Suite G La Ouinta CA 92253 Applicant Telephone Number: 760 777-9920 Name of Contractor: Larry Jacinto Construction, Inc. Contractor Address: PO Box 615 Menton, CA 92358 Contractor Telephone Number: 909 794-2151 Contractor State License Number: , 458118 6 S 0 0 Contractor City Business License Number: 6207 ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: Lexincrton Insurance Company Applicant or Contractor General Liability Insurance Policy Number: 1070439 Office Use Only: V Inspection Fee: ••^^ ✓,%Or OV Permit Fee: [00,00 As -Built Deposit: -^ _ O00. 0 (� Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 01 y 3 J 1 1 Office Use Only: Assigned Permit Number. y467 Approval Date: Expiration Date: Issue Date: Administrative Authority: • I • �Y-�3 = III,�tZo StYF�f y.=Zzz`llo C=w' ";k �..,�s i5 O•^c Z 34ec� Z77160Z,, k , T-&i 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 8/19/05 Location of Construction: Rancho Santana SW Corner of Avenue 52 and Monroe St. Purpose of Construction: Installation of Curb & Gutter, Street Paving Description of Construction: 31203-3 and 31202-4 Dimension of Installation or Removal: Approximate Construction Start Date: 8/22/05. Approximate Construction Completion Date: 11 /1'5/05 Estimated Construction Cost: $ , Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-811iog, compaction and placing permanent resurfacing and or replacing improvements Contact Name:: John R. Pedalino Phone Number: 760 578-6915 Name of Applicant: Desert Cheyenne, Inc Applicant Address: 78401 Hwy. 111 Suite G La Ouinta, CA 92253 Applicant Telephone Number: 760 777-9920 Name of Contractor: Granite Construction Contractor Address: 38000 Monroe St Indio CA 92201 Contractor Telephone Number: 760 775-7500 Contractor State License Number: 89 Contractor City Business License Number: 501 ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor General Liability Insurance Company: Valley Forge Insurance Co Applicant or Contractor General Liability Insurance Policy Number: GL 2 4921 89.16 Office On] Inspectio J Permit Fe , ouAs-Built Ae Deposit:Dust Con Deposit: 4�11 Credit Amount: TOTAL FEE D* 1 D—P oA 6 Office Use Only: Assigned Permit Number. Approval Date: Expiration Date: Issue Date: Administrative Authority: Jan 06 05 02:23p James Herington 951-600-2611 p-6 DEC-29-04 WED I0:57 All GRANITE CONSTRUCTION FAX NO. 7607758229 P. 04 ., � n`1-rnCTt�Irtrr^n" In. pR9P..Q.tA gs. . �.F.B.LCdi[x1�1wE, M.c_ 'IRAC T 3120E AY9 j2 k MC)T1ROF. STRF.FT � t.n n tt�n n1.1FORNl!� ��� I AVE 52 AND MDNROF STR F:F'T RCM Dl 0.43' A.C. PAVEMENT ITEM 42 0.50' AGGREGATE BASE ITEM 93 WEEDKILLER WPM 04 A.C. ftE TMM 95 SAW(,'IJ'r AND JOIN rrEm D6 PUI.YF.RI%F.. l'AvEmgmr ITEM97 FARTHWORK nim u8 TRAFFIC CONI*XOt, SUR1'07'AI PCC.F.� 1QEUQ_2M 254.000 SF @ 31.42 336D,690.00 254,000 SF © D.40 101,600.00 2S4,000 SF 0 D.01 2,540.00 2,7DO I.F p 4.00 10.&DD.00 110 LF @ 4.00 440.00 128,00 SF p D.20 25,720.00 I Li p 45,000.00 45,00000 1 Li ® 20,OOD.00 20.00000 Il PIIASG t ONSTTF ITEM 41 1' AC TOP COURSE 176,400 Sr 032 56,448.00 ITEM 12 2' A.C. BASE COUR.SF, 176,400 SF @) 0.59 1114,076 OD ITEM 63 4.54 ACGRE•GATE 13ASE 176,400 SF © 034 59,976.00 TITM 94 WECOK[LLL•R 176,400 NF @ 0.01 1,764DO SUBTOTAL "Y28.Z64. sf 0( FTIAS QNON.17Tr ITEM P 1 l' A.C. TOP COURSE 94,3D0 SF 032 30,176.00 ITEM 12 2" A.C. BASE COURSE 94,300 SF 0.59 55,637.00 TIVM 83 4.5" AGGREGATE• BASE 94,300 SF ® 034 32,06100 Tl'FM 04 WEEDKILLER 94,300 SF © 0.01 N3.00 SUBTOTAL IV PI1ASS3 ONSfrF ITEM #I l"A.C. TOP COURSE 46,900 SF g 0:32 c14;976.00, ITEM t2 2- A.0 MAST: COURSE 46.800 SF n 0.59 TII'M03 4.5"AGGRE•GATEBASE �16,800 SF go 0.34 C27;61.2.0D LIS.'gi.00 TrE3Md14 WI:tDK)LLER 46,900 SF Q 0.01 F466.00, SUITT•OTAL V !' 6SF�•g,9NStTC f1'F'M 81 1' A.C. TOP COURSC• 90,000 SF Co) 032 c2R;99200A,, ITEM 12 2' A.C. BASE COURSE 90,600 SF Q 0.59 E53i-C 4. 0 rl m M3 4.5' AGGREGATE BASE 90,600 SF © 0.34 10,16VO-d- rrEM 04 WEEDKILLER 90,600 SF ® D.01 c9D6.'00 SUATUrAL -3rra,T;s os 'rOTAL BID S1,080,986.00 S'fIi'l11.A1'IANC wnd SPl:('fAt. C(h�►DITIONS: `�� 1. S)SIuRIJ- Fa`(Cl_UnT'S' ENGINEERING, INSPE:CTTON.9, SURVEYING, PERMIT FEES - SOIL TESTING - CONS7'RUC ION WATER COST - IMPORT OR EsXPQRT OF EARTH MATERIALS - SURrTY SONT) - SIGNAGE & STRIPATO - MANHOLE & VALVE ADJUSTMENT- SEAL COAT- DROOMING A CLEANNG Nrr IVEEN PAVING COURSES - CONCRI•; rE WORK • S. W.P.P.P..@ PM 10 - Wf.F.6(END DUS'r coNTROL. 2. FINAL BILLING WILL TIE BASED UPON MEASUREMENT Or ACTUAL WORK PERFORMED AT UNIT PRICL•S 14ERRN STATt. 3. INCRTJASC•SINMA'I'F:RIAI,AND LABOR COSTS IsE•YONDJIINI 30.24M SHALLBEPASSED ON TO OWNER 4. OUR BID WCLIIAFS THE FOLLOWING MOVGINS A ONSITE PHASE I & I A.C. BASE COURSE I MOVE a. ONSITE PHASE 3 & 4 A.C. RASE COURSE I MOVE C. ONSITE PHASE 1 & 2 A.C. TOP COURSE 1 MOVE D. ONSIrk PtIA.SE 3 & 4 A.C. TOP COURSF. I MOVE E, OFFSITE- BASE -PAVE AND rX(•AVAnON L MOVE 5. ONSTC ROUGH GRADING AND COMPACTION TO PLUS OR MINUS ITITME TY.M IS OF A FOOT L0303 SI IALL 96 PE:RFDRMY3) IINPER GRANITES CURRENT LAP -OR AND EQUIPMENT RENTAL RA'T 5. 6. BID MAY HE REVISED UPON RECEIPT OF APPROVM) FLANS. 7. 1{rCF KI'IONS'r0 BE PAID Wn71N TI IIRTY FTVI; (35) DAYS AFTER EACH MOVE 1N, R. MIST C'ON'I ROI, ONLY W111LIs WORKING, 9 OWNER SHALL PROVIDE DMPOSAI, AkF.A FOR OFFSITE EXCAVATION WITHIN 600 L.F. OF A/W. 0111.17ING SELF LOADING SC'RAPHkS. 1 O.TFRMN AND CONDITIONS OF TI TIS PROPOSAL. 51IAl.l. 0F. INCLIIDL•DTN ANY CON7'ICAC:I' PRF.rARI:D BY OWNERS. n It ; � 4 Y �� � ��f . �-� ��� Jan 03 05 08:44a James Herington 951-600-2611 p.2 DEC. 30-2004•THU 08-34 AM LARRY JACINTO CONST -FAX NO. 9097949382 Y. ul/U.1 'Larry Jacinto Construction, Inc. GENERAL EIIGINEERM CONTRACTOR P.O. Box 6%- l/enronc, CA 92350 ph*" (1106)794.2151 Fax fMj?944= Lie!4611110 PROPOSAL peww SOO677-8415 DREG HERINGTON Fnx:. 909 600 2611 40%0 CAUFORNIA OAKS RD. it 203 MURRIETA, CA. 9=2 ATT: GREG . REVISED Pmjecl: TR $ 31202-1,-2; 3 & -4 December 30, 20W AVE 52 PROPOSAL NO.: C4-0814D LA QUINTA Larry Jacida Constnection, Inc. proposes to provide the necessary materials, labor, and e*Ap mA to COMPlele the wank oullined below: PWCES GOOD THROGH MARCH 2OOS THEN REFER TO RROPOML Cd-0814U Bid Description 9_-. UnNs llnil Price Total TR 31202-1 6" WEDGE CURB OET SHY 9 81I90 LF 10.75 96642 50 6" CURS ONLY STD 204 1390 LF 12.10 16810,00 WEDW- 6- C&G TRANSITION 215 IF 16.05 3450.75 6" CROSS GUTTER & SPANDREL STD 209 7270 SF 7.70 55979.00 4" SIDEWALK STD 400 3940 SF Z72 10716.80. ACCESS RAMP (SCORING ONLY) STD 403 3 EA 145.00 43S.00 6" PCC PAVING W16" CL2A6 2405 SF 4.45 10702.25 TR a1202-2 6" WEDGL CURB DET SHT 9 - S590 LF 10.75 60092.50 WEDGE- 6- Cd,G TRANSITION 60 LF 16.05 1264.00 6" CROSS GUTTER & SPANDREL STD 209 875 8F - 7.75 6781.25 TR 312VA G" WEDGE CURB DET SHT 9 2611 LF 10.76 _;80W.2.5'l WEDGE- 6' C&G TRANSITION 60 LF 16.0.5 E96:00 W CROSS GUTTER 6 SPANDREL STO 209 035 SF 7.70 4429.50' TR 31202.3 6" WEDGE CURB DET SHT 9 5075 LF 10.76 54556 25r ' WEDGE- e" C&G TRANSITION 50 LF 16,06 '802:503. CURB RAMP DET SKT 9 3 EA 520•00 t'0.00.' • 355582.55 INCLUDES GRADE & COMPACTION FROM * OR - 0 SITE TO BALANCE NO IMPORT OR EXPORT - LJC IS NOT RESPONSI&E FOR DAYS DUE TO MATERIAL SHORTAGES. , . PROJECT WILL NOT BE SIMIJO BEFORE RECEIPT OF AUR01EDPLANS Proposal condltWons attached as EMAN A" , t s � a ' �:e11!1 :90 Mic!900d •weJaq peulalum suoloUm pue suuat eta of PoNfis PRALM &WR AEI c sauooeq lesodoJd W41-Mc�q 8u1u6!s As �3JNVA,d300M nns O14�1'MC1'oxs�wor+eS'1 arcotiv�e mope(,a rw�� :11 SJtaippe "ARM PJeoq a4110 JmIs!6w wli of PaUWI 9q AM JOIMBW a Bu!tuaouoO uoVwt) AW •PJeoa ewnn ales s}ope*oo an Aq pelein6aJ Pus pasuaw eQ of Mel Rq pannbeu eJe vopeJio7 rw19.aDPW a,W mW wr ut mWauv+na Va�ronr'awwn�ewt • ryo .01 a'�OPI.Yoe MO-Jul O v�vaame Y: YlRa nn�.iJ�ewri w a ('r�cl pluL►1 -Jul'uo!pngsuo0osu!osrdunI Juuw.annp�rnmrwunir+ntwwa.� asyor7rupow�,)tuwv ►+.r+v0 rxtxwn a W Ow.roni nm f+vaft w�padad ur�.Nnaorvs Jole"1511 / jo6ewn pe(Wd 'uaijs!nH 'g tW oe M aamn had au N ft." wrw •r+rw wrx"oe w o".."rr 10 14mrarsmmiri so-d-Owtwoo oj.Arvw"Kft + *a 'Ac palt!tugns Alyljpedsab Uhwq'Om rawnrou einPWw .min.n.akian4 &A,ja n.run 'AVwd" w4d W M+ wrn) AW 414w at 4Aw r gN,Mo"o/ol.twvf °nwl ` W►nOWFUftsww*o AA(4'v+Vt%nM+rwamdwmarann . - uMWr�v'b!'M111RVgIW Mt7iwn uwl.'�w'w:aM.VuloN11 ` �I►wrci �u:cruM 6u!1uM to epees aq tsnuJ sivauro3uBe gy 7Muo3 s!y{ W pouo. usw wns 041 JaW a6Je4.7 eJpw ue aw weq IFM pue ')wes "1 sjgw uaiwauWn pwmxo eq A M lw slsm e** &!ApoAW suolle]l !aads smmp agyulo j uo!lcmp JO W)WAVY 'UcqMduoo p OE b!tM eq of wto pnawe QJgU9 OU XMM Oe 10 %M !A WWA a410leIOW " 9W Se ADIew►'q spew aq of SlugnAVd :SIIT}3J. fSi Z8Z'SS£ i MPG 'S.• 9 ONU A NS13 o3MONnw ow ONvsnOHL 3/Ud•lll did o-7p"ln1.13.98441 W wns eVt Jos soo.peld Popums of Buvw3c Jotwetu oip.wm4wm pup Ieguelsgne a u1 Pelaidwoo eq 01 wom Iw ENO 'a z9EWL60e .ON XU ISNOO OINIOdr AHBVI RV bE M RH.L''NOME-03Q ' 6'd 1192-009-TS6 u042" JaH SOWer4 eSb=BO SO 60 uef Ilk r IN THE CRY OF LA OUINTA, STATE OF CALIFORNIA - GENERAL NOTES HN'Y 111 I • '• ,• L ALL WORK SWILL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF U ' TRACT NO. 31202=3 i GUINEA of LAQ INTO �DG�,� D% PUBLIC CONSTRUCTION. LATEST AND NWY tllGIL/D..CARREON BLVO 2, IT SHALL BE THE RESPONSIBILITY OF,ME DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO H 4 STREET, IMPROVEMENT PLANS - PERMTMH��W� DEPARTMENT FOR TO BE AVENUE 48M • , t t PORTION OF THE NORTH 1/2 OF SECTION 10, TOWNSHIP ' ON R W • SOUTH, , . 3. R SHN1 BE THE RESPONSIBILITY of THE DEVELOPER OR CONTRACTOR To APPLY ED THE G a 6 wv I I , RANGE 7 EAST, SAN BERNARDINO BASE AND M EMIAN. _ CwFOrtNA DEPARTMENT OF TRANSPORTATION (GLTRANS) FOR AN ENCROAGIMEM PERMIT FOR ALL • AVENUE 50TH , 1 - • _ ' ' WORK PERFORMED WRMN THE STATE RIGHT OF WAY..- m ; • PREPARED FORE o ER ECONTRACTOR GOVERNINGOA R SKILL OBTAIN ALL PERMITS AS REQUIRED BY ME CITY OF LA GUINEA OR Q DESERT CHEYENNE, INC. • AVENUE 52KD - 78-DE HIGHWAY III,'SUITE 'G• ` 8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 40 HOURS PRIOR TO ANY _ a . GRADING• BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 LA .QUINTA, CALIFORNIA 92253 _ HOURS PRXOR TO REQUIRING INSPECTIONS. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY _ COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY MID ALL DAMAGES WHICH AVENUE NTH ' • ONLY. THE CONTRACTOR SWILL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE ' VICINITY MAP �� ABBREVIATIONS' MXMT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL LITILWES. AC ASPHALT CONCRETE N.T.S. i • Y+ H ;q+&+.- , • _ _. _.. ... ._. I BC BEGINNING OF CURVE U _ 1"+- . g. 9� i. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ME REMOVAL. REPLACEMENT OR RELOCATION OF OCR BEGINNING OF CURB RETURN 9 . np 4S • Ty _ '.�'• � All REGULATORY. WARNING AN CAC CURB AND CUTTER I A� 1 �E'AT'Pa,GPO' cs'QJQ _ Q,O RE NC D CHIDE SIGNS. C/L CENTERLINE } 11 I N,h� R 'F ^ X•E' .. . +fl• ' ' . ,".. Sr•0 3. STREE7 NAME SIGNS AND TRAFFIC CONTROL SIGNS. TYPE AND LOCATION SIUl1 BE APPROVED BY LEGEND U EACH I'U:.`:` _ _ .... .-. _ _ _ _ _ _ _ _ __ THE CITY ENGINEER. TRAFRC,STRPING. LEGENDS AND PAVDENT MARKERS. TYPE AND LOCATION EC END 0 CURVE�. `-- _ • .:-- `:' .. - "' , -' SHALL BE APPROVED BY WE CITY ENGINEER. - ___-___-_ PROPOSED CENTERLINE ECR END OF CURB RETURN 1f>s 1717 77 '71 7 S1f6 _ f N} 11111 C EX. EASEMENT SHALL _ _ THE CONTRACT IX. EXISTING - _ - - ON THEPEAK, r -_-------- PROPOSED RIGHT OF WAY - FF FAMISHED FLOOR "off iifNANfiKi• - - - /, A REGiSfERED CM ENGINEER MAIM AN C. BEIDW 33.966. OR LICENSED D NE BY .. _ 0 FC FINISHED GRADE I � LOW CONSTRUCTION. TRW AND9MRE+VCEMEHT SIALL�SDO Ft iIDWLINE � • . • I 1 ' •. � SURVEYOR, ONLY. FOUND URING DISTURB WAL - - - - - - - - - - - PROPOSED P.U.E . • • • n INV. DIVERT • • .. P \ !. .. .. , CITED PROPOSED LOT LINE LF LINEAL FEET ♦ - ..': }�. .. _ Ii'O=' \ `�,,I .. ^I I 0 SHEET 9� � f HUo1MN OCCUPANCY Si4IL1 PERFORMED ONLON OPERATORS Mo Y DCE OF URING THE TIME PERIODS AWITHIN S FOLLOWS: HALF � i MAX, MAXIMUM +,• _ .' ,•�-•� \' PROPOSED 6' CURB AND CURER W , N0. NATURAL GRADE,' • • _ .. I A �, - i w ' ° •'• I•':- x \♦• �_am I' .� y JUTS NOT TO SCARE , 't '• •'„' -'I'= i • . \ • I e< i :,%.* r , %OCTOBER UST 70 ARRIL SOIH: MONCAY - FRIGY' 7:00 AM TO 5:30 PM 4 PAD EUVATKw •�, Ir.1 , - • '•� n �•� SAMRGY . 8:00 AY TO 5:00 PY . .. EXISTING RIGHT OF WAY � POINT OF INTERSECTING GRADES ••••..41.••••NI - - \• ry I 1 ,`` • �P. p - _ : r•� - „ - I. ' MAY 1ST TO SEPTEIBER 30TH: MONDAY - FRDAAY 800 MI TO 7.00 PM --------- • ppaa x fi • • SATURDAY x EXISTING EASEMENT - RUE RIGW F WAy FA9ELIEM . • „ �. r> `Y \ /// y _ .� -•e� xri-, yo s`- LIy I " E'•i-,J' 8:00 AM TO 5:00 PM , R/W RIGHT Q WAY � •: '• • - ,• <. � CAT w • V NO s I i. afl •. • _ A ________- EXISTING CENTRLINE S/Wr SIDEWALK '� _ - ..• , , . •v . �. _ Qpo'-Q;BQ3$- I�.7 vv� ��r�,�,�+'".��Q�!•O'e WORK STROLL BE PROHIBITED ANY TIME ON 911NDAY5 OR ON FEDERAL HOLIDAYS. A a TC TOP OF CURB - I ' .. - Q,Ou 1 4.066 .0 I i �•I ED•E_'i ••••••••••••.PROPOSED PHASE BWNDRY TF TOP OF OF i •••• . \ T!• x° I ,°; I A. 1 •6qyI 1 :.` ' •� ` 9 TL ALL TRAVELED WAYS MUST BE ClE1NE0 OVLY OF ML GIRT. YUD AND DEBRIS DEPOSITED ON TOG • •- • „ ( - - *• I >, I '7: a. _ -^.i PAVN . 1 THEM AS A RESULT OF THE GRADING OPERATKw. CLEMONG 6 TO BE DONE TO THE SATISFACTION - f TM, TOP OF WAIL g -- , I. �{ I • m = 0 89 C18 -- ---- PROPOSED BDUNDRY -• TYp. TYPICAL . ' r 1 '; - rt \ _._. �K�.":� \��=•x� b J -1 ■ ��o =4 • OF THE CRY ENGINEER. • •. _ ':: - ' G t _:'•e_ :v� tQ.p{Tt �.i-:,� 12- ALL CONSTRUCTION ARM SHALL BE PROPERLY FOSTED AND LxR1fED I CONFORMANCE WITH °,� ■21' ' QUANTITY ESTIMATE ■• THE STATE MANUAL OF WARNING SIGNS. uGNis AND DEVICES FOR USE IN THE PERFORMANCE OF F CONSTRUCTION NOTE A i0R PERMIT PURPOSES ONL y -�, .. _ 1•,K . ,_ �' _ . + - •�•_•°� % �° L°„j, •0y•� WORK UPON HIGHWAYS, IN ORDER 10 ELIMINATE ANY )WHOA OI CONSTRUCT 8' TYPE 'A-8• P.C.C. CURB ARD GIlRER PER RIVERSIDE COUNTY STANDARD / t• • -Y • .. •I _ _ JP •, • AAAAAe _ • Fyb� , h 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL DRAWING N0. 200 77 LF. 0. L;�(�',A : -� N 3 R B a I 1 , ° • � ' °' 1 x ° -I . •': 'j' TO FILE A NOTICE OF INTENT NOI WITH THE WATER PFRESOURCES ES HR' OWN CONTROL OL BOARD SIB EOU�PARE I / I I • fl9' x* Oz coNsrRUGT TRANSITION FROM 6' CURB/GUTTER. TYPE 'A-6' TO 8' WEDGE CURB. IF•-L0 + - - tr !. e n °CAT CII LY,L:.v n0- 2 , �1 POLLuaNr DISGORGE ELMIMA710N) SYSTEM ( ) •F' A STORY WATER POLLIIIION PREVENTION PLAN SWPPP AND MONITORING PION FOR THE SITE THE SEE DETAIL F ON SHEET 4. 50 LF. / ._ -_ .I _ n L. �-- E.60J5 �' ; - - ( ) 3 CONSTRUCT 8' WEDGE CURB. SEE DETAIL 'A' ON SWEET 4. 2,827 LF. • • •.• ,,;..A_°. ,•, .. ... 4.i I __. ...°V•°eR=6 �Ai+i O,°: =4. 66 _ • : NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL O J - • I `t ---4 -. _ _. ."I-`" I -- O NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. ME PROGRAM IS IMPLEMENTED AND 1 Y ©REMOVE EXISTING BARRICADE 2 EA : .. • , - �. !}': ' i - t- ! x :. -� ._T - _.( '+ i I I ---'. ENFORCED 8T THE STATE WATER RESOURCES CONTROL BOARD. i5$6 OS CONSTRUCT P.C.C. CROSS GUTTER PER RIVERSIDE COUNTY STANDARD DRAWING N0. 209._ 787 S.F. - : ., •, _O ' , ) " j' I 1 , ) I xl fO I F _ R _ 14. THE CITY RETAINS THE RX.M TO REOUIRE PLAN REVISIONS. AS NECESSARY. SUBSEQUENT TO N OB INSW1 J• A.C. PAVEMENT OVER 4 1/2' CRUSHED AGGREGATE BASE 45.600 S.F. • - •- _ • I I ._ _ _ S_ _ __ _L_. _� _ _ _ PUN APPROVAL. BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS. IF t17 ••N•NN••NN•N•N••NNN••N•N�••• u _ L A M• O / - , . • Y. L ^x 1 = 1 ,4', ^ 1 t � _ . _ _ _ _ �L�'�'_. ' , u � • • , t ; : - I MM EDNTE ANY NEW STREET VICINITY I OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAMPROVEMENTS HAVE BEEN INSTALLED BY ME CITY OR A T IMPACHIRD T DESIGN WITHIN TME .� 7 N A_N/A • w E _ _ T • 1 .-/ • INTEGRITY OF THE IMPROVEMENT PROPOSE) IN THESE PLANS AS ORIGI7LILIY APPROVED. ALL COSTS, • 1 r y _ICI C� 7 t �••I INCLUDING 80 NOT UMITED TO DESIGN AND IMPROVEMENT COSTS. INCURRED AS A RESULT OF ANY ©N/A NIA „ 1'Y .. '...:"ii .•3• c:: :J"�-::: '- - _ : eoT. i .1 I'h { ♦.\? `FA.••• •. • ' 9 INSTALL BARRICADE PER'RIVERSIDE COUNTY STANDARD DRAWING NO. 810 2 EA _ ^'..; • DESIGN REVISIONS SKILL BE BORNE BY THE IMPROVEMENT SPONSORS. N O 7. o Y'i '. , ( (• i I -. r 1 �• w . y. i, uj.. THESE PUNS ARE VAUD FOR A PERIOD NOT TO EXCEED OWITEN (18) MONTHS FROM DATE ®CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE - _ - •'d' ; _ .6, n.' - • F �,. -r - "(••• - �trAkPAx`ww`uo' •••••N• OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE COUNTY STANDARD DRAWING NO. 311. ] EA 1 - - - - PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS. TO AFFECT COMPLIANCE 1�CONSfRUCT CURB DIET CATCH BASIN N0. 1 PER RIVERSIDE COUNTY . J(✓ . - ave,- WITH ANY NEW CITY STANDARDS, ORDINANCES. OR LAWS ARD REGULATIONS. ENACTED OR ADOPTED BY STANDARD DRAWING NO. ]00. 3 EA .� q. .. ,+ 4 THE CRY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUQUENT TO THE PLAN APPROVAL RATE ®SAWCUT AND SMOOTH JOIN. 72 LF. , . ,. ^ VjQ.1O9 Y' .,G1✓4'., .. - �✓, `� �."a�, '. 1 a PAVING NOTES y A L ALL UNDERGROUND FACILITIES. INCLUDING SERVICE LITERALS, SHALL BE w PLACE WITH E NOTE' �r ` • �\ ♦ TRENCHES COMPACTED Mo TESTED PRIOR TO BILE GRADE INSPECTION AND PAVING. THE SIGNING AND STRIPING PER SEPARATE PLANS 4 •� I CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE To THE CITY ISSUED BY THE RESPECTIVE UTILITY • - - SHEET INDEX _ , PURVEYOR INDICTING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN y • • • ) • ' SHEET 1 AVER SHEET IRS AND ACCEPTED. b SHEET 2 SEABISCUIT WAY '•1 SHEET 3 WHISPERING WAY AND DAY STAR DRIVE P. A SEPARATE PERMIT IS IT FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND UTILITIES R SHEET 4 DETAILS TRAVELWAYS. LANE CLOSURES AND DEMURS SHALL BE POSTED. DELINEATED AND LIMITED IN WATER COACIIEIIA VM1EY WATER DISTRICT (780) 398-2831 . . "�• - CUIWMENANCE WORK ZONES' AND ANY ADDPIIONALNFORMANCE WITH TH CALTRANS' 'MANUAL F REUIRWEMS DEEMED NECESSARY BY THE CITY TRAFFIC CONTROLS FOR CONSTRUCTION Mo 0' ' 200 ~ 400' 600' a am, a SEWER COACHER VALLEY WATER DISTRICT (160) 398-2851 A , - ♦ .. ENGINEER. ' ELECTRIC SOUTHERN CAUFORN14 EDISON (760) 202-4291 _ . _ • In GAS THE GAS COMPANY In (760j 32J-HASH r ` • 3. ASPHALT CONCRETE PAVING. EXCEPT FOR OVERLAYS. SHALL BE INSTALLED IN TWO (2) OR MORE SCALE 1-=200' - a TELEPHONE TIME +' (760) 48J-SOON , COURSES WITH MIX CHELLA THAT CONFORM TO SECTION 1). OF THE REVISED STANDARD yy CASE T.V. TINE WARNER (780) 227-1312 EM281 _ - • ` WEARINGCONS. COACHER VALLEY VERSION (GREEN BOOK). NOTED AS FOLOMS: }T USA UNDERGROUND NFFT (800) 227-2600 �. i ' -. - ' r - ( COURSE)-. °CF7i WEARING COURSE UPPER CU IIU-C2-AR-4000 • , BASE CURSE (LOWER CURSE): LOB-B3-CK: THE . - NOTE TO CONTRACTOR • + • L ' • OF WE RED RED AASSPHAALT CONNCSHAj. BE RETEF THICKNESS. THICK: THE RISE COURSE(S) SAIL CONTAIN THE BOUNCE E-p USA CONSULTING. INC. MAKE NO REPRESENTATION CONCERNING THE ESTIMATED OWNTTTIES ON THESE PUNS _ • ` 4 ' 4. 41X DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMUENCWENT OF PAVING OPERATIONS. THE OTHER THAN ALL SUCH FIGURES. INCLUDING ALL EARMWORK NUMBERS. ARE PRELIMINARY ESTIMATES AID FOR ' • • • CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE i PERMIT PURPOSES ONLY. R SAIL BE ME CONTRACTORS RESPONSIBILITY TO PREPARE N5 OWN QUANTITY ESTIMATEHIS PLAN HAS BEEN REVIEWED BY SLADDEN ENGINEERING SOUTHERN FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS Y 'CALIFORNIA'AND APPEARS 70 BE IN GENERAL CONFORMITY WITH THE MIX CHARACTERISTICS SUCH AS: AGGREGATE GRAGTIONS VOIDS IN MINERAL AGGREGATE (VMA), AIR •` H RECOMMENDATIONS IN OUR REPORT VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. BETWEEN ESTIMATED QUANTITIES AND THE ACTUAL QUANfRIES AT THE TIME OF CONSTRUCTION. + - SATED FEBRUARY B. 2003 - AMMENDED MARCH 3. 2003 1 � A � • E. TO ENSURE TIMELY APPROVAL .THE CONTRACTOR PPUER 5 ENCOURAGED TO REFER TO LA E THE CONTRACTOR AGREES TMA7 HE SNARL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SIRE CONDITIONS • - VppFE55Y. /SEA WRING THE COURSE O' CONSTRUCTION OF INS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; > ^ - .9 R°NF. OUR FILE NUMBER 544-3001 03-02-088 _ DUIMA'S DESIGN MIX APPROVAL CHECKLIST (FORM F0285) TO ENSURE ALL REQUIRED LAD TESTS ARE I AN M5 HE CONTRACTOR SAIL APPLY CONTINUOUSLY AND STALL NOT BE E RAN TO NORMAL HARMLESS HOURS: �5' A-A'^'GcpcA I • WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS. PERFORMED. CERTIFIED. AND SUBMITTED FOR REVIEW. A ANO THAT THE CONTRRACTOR SWIL1 DEFEND, INDEMNIFY AND HOD ME OWNER AND ENGINEER HARM, Fcc FROM ANY •4 ry • • ' I AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH ME PERFORMANCE' OF WORK ON THIS PROJECT. m MEASUREMENTS. CALClAAT10NS, OR ANY PORTION OF THE DESIGN. 6. �A TACK MAT SWILL BE APPUED TO EXISTING PAVEMENT. P.C.C. SURFACES AND THE A.C. BASE _ EXCEPTING FOR LABILITY ARISING IRON THE NEGLIGENCE tK THE OWNER OR THE ENGINEER. . • ' * No. C 4'3A9 * • • , °. COURSE. IF TRAFFIC HAS DRIVEN ON R. NNE TACK COAT SWILL BE SLOW SETTING ANIONIC Ev. &i0N6 } Y_y� Il/'/�[`�'_ EMULSIFIED ASPHALT TYPE i5-1M' CONFORMING TO SECTION 2OT-} OF THE STANDARD ME LOCATION O' EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR • , - CIVIL sY = - AO SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BERME COMMENCING WORK. THE CONTRACTOR °Y ? O' I .SOIL ENGINE , t SPECM6lG�TK) S. THE UOUID ASPHALT SHALL BE GRADE 60-70 AND APRIED AT ME RATE OF 0.1 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY H5 FAILURE TO r • - �aCu4 � � • , NAL...v. . ` EXACTLY LOCATE Mo PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POMDE - - • R.C.E. NO. 45389 DATE II lY /O•� . _ PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER OR SEWER CONSTRUCTION AND VERIFY THOR ' HORIZONTAL AND VERTICAL LOCATIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE • - - _ 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER BROUGHT TO THE ATTENTION OF USA CONSULTING. INC. ME CONTRACTOR SHALL NOTIFY MSA CONSULTING. INC. • SOILS ENGINEER APR, r _ - - - SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE. PRIOR TO POMOUNG. IF NECESSARY. USA CONSULTING. INC. STALL REVISE ME PLANS. ME CONTRACTOR SWILL SEAMEN ENGINEERING 767-200-004 , >• DURABLE. AESTHETICALLY PLEASING TRANSITION NT.BETCAPPING. ME NEW AND COLD WG, AS lENiS MAY INCLUDE SAWING CUTTING, REMOVAL REPLACEMENT, CAP%JUG, AND/OR COD PLANING, AS NEEDED.- BEDIN WATER OR SEWER CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR CONSTRUCTION. w • PALM D SERT, C W.. SUITE G 787-200-005 PAW DESERT, G 92211 I� - • (760) 772-3893 - _ - • IN ALL ON IS' O AND VALVE BOX FRAMES SHALL BE ADJUSTED TO RIVAL GRADES UTTER PAVEMENT F1V ' ( Rp,0FE88/q},• + INSTALLATION 5 COMPI£lED. • g UNDERGROUND SERVICE ALERT EEMA FLOOD ZONE DESIGNATwN OWNER - ga �4A 8' 4• Fy ` a 6. ME CURB SAIL BE ETCHED OR STAMPED SHOW NG UTILITY SERVICE LITERAL LOCATIONS AS s-3 DESERT CHEYENNE, INC. jI[, o Q_ - FOU.OWS: ^5• FOR SEWER, 'G' FOR CAS. AND 'E" FOR ELECTRICAL' POWER. ^ �' PER FIRM PANEL 25W OF 3600 1 - f _ ♦ i CALL TOLL FREE. 78-401 HK.7HWAY 111. SURE 'G' 111 - `'• COMMUNITY -PANEL NUMBER 060245 23M B U oUIMA CALIFORNA 92253 $ C26401 �:I�'f GI L!, U:1;i:T:-.. E 1-p00 CARED MARCH 22, 1983 TRACT NO. J1202 (760) 777-9920 C E=P. 3 n-oe P V IAS A ROOD ZONE DESIGNATION �',' t 422-4133 • 1 . L, i7 A PISTE Set No. E TWO WORKING DAYS - 4 • NAeS of 9FAIryNG A` �A'rF OF Y A A(•OP?' a - _ OY I bl BEFORE YOU DIG _ B.O.B-CA OF MONROE SWEET TAKEN A5 W21.06-E PER R/S 98/92. • + CAL • y No. REVISIONS MSA CONSULTING, ING N H INDIO BM #93 ELEV.489.71(NVGD29+500) AREn UNDER DIRE suAPPROVED BY, orrauo•frA 9iffT $ APPROVED GTE MARK 264017U�GN CITY OF LA QUNTA, CALFORMA ki r% . MABOEERO. SW1rrH $ ASSOCLAMINC R.R. SINKE IN P.P. AT N.W. COR. AVE. 50 MID MONROE ST. SIGµAATUR /�. �/1 pNL•y+LyY PLAInim ■ GULL ENOMPEKIIYO ■ LAND SU•vn7MD ROBERT . SRAM GTE S ' ` � IM W4TRACT N 3 02-.i EM!/♦T YjtL/ SANTANA c - +OTHY R. N. P.E GTE ST �E IMPROVE EN ANSI34200 BOB HopB Illuve . RANOIO 81IIAOH . CA 92270 I //L3/D� SUC WORK D CTOR. Cm ENGINEER . TITLE SHEET 4TpEPIHONB (760) 320-98H • FAX (760) 323-7893 A EXPIRES O3/31/OB - - R.C.F 45843 EXPIRES 12/31/OB SUBDMDING A PORTION Oi MEN 1 2 OF SEC. 10 T. 65. R. 7F S.B.M. `SHEMg f A - e , -0� •E ;•ly IN THE CiTY OF LA QUINTA, STATE OF CALIFORNIA , TRACT. NO. 31202-4 ' _ HWY 1110 DR.CARREON BLVD 1r• . AVENUE 48TN. w STREET IMPROVEMENT, PLANS o t PORTION OF .THE NORTH 1/2 OF SECTION 10, TOWNSHIP ' N 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. AVENUE 50TH I • • - .� - 4 . A • PREPARED FOR, ` • DESERT CHEYENNE, INC AVENUE 52N0 ? ! 78-401 HIGHWAY 11V SUITE •G• : LA QUINTA, CALIFORNIA 92253 • AVENUE 54TH +' • - VICINITY MAP N.T.S. ABBREVIATIONS- , 0- 4` AL BEGIN CONCRETE ': 4 @ - +-0p�,, 3 $S�gyti,,,�,A 4 �t NNN ,�i Yy I" + BC BEGI G OF CURVE I I I I 6• ,� 9 •(Q` o"O Co - 6 c 4 v _ eca BEGIN OF CURB RETURN . ,Q n Y CAC CURB AND GUTTER J; •.F` _ -s(1�. _ _ _ C CENTERLINE - •- ..- ,=-^ DIR DIRECTION ��,• _ - •. :: �•..: _ _ iV EA EACH EC END OF CURVE r1l .. LEGEND ECR END OF CURB RETURNESMTEASEMENTPROPOSED CENTFRUNE EX. EXISTINGFF FISHED FLOORPROPOSED RIGOR OF WAY FG FISHED GRADEFL FLAWUNE 4'•0INVERT _____-___ PROPOSED P.U.E LFLINEAL YEEfMAJOIJNO NATURAL CRFDEPROPOSED LOT UNE NO. NUMBER L •':._ •- ° , S`• y • • + NTS NOT TO SCALE r ••••�••••••`••� Y - • i I • ' .. PROPOSED 6' CURB AND GUTTER PE PAD ELEVATION -r•'• I _ ,'. J°, "�Y: •• ..J - - ._- ^.vPs•;:.+�.:.. 4Y PIG POINT OF INTERSECTING GRADES - ,� • ry Y , 7.; ,A • : - - .• EXISTING RIGHT OF WAY P.P. PROPOSED •i. .. .L :• °_! t4, i K°'Sr S a : •6'S• - - �- PUE PUBLIC UTILITY EASEMENT ._ R RIGHT OF WAY - • _ •• • , - • C� l _ - - EXISTING EASEMENT S/w SIDEWALK . • • i, ..... , 1 • 1 • ♦ • 1 ' .. r • - • _ S• _ TC TOP OF CURB 'i'' • : EXISTING CENTERLINE TF TOP OF FOOTING : - E , .• _�;+ • _ TO TOP OF CRATE 0000000000 PROPOSED PHASE BQUNDRY TOP TYPICALOF WAIL • p. l '. ' r ( I _ PROPOSED BWNDRY GYP.• . .: V Y l •• +ab ,•ag I • .s. { � e,e -� • qS ANTTTY ESTUTATE erg • ) IT Ij 1Ea•�} StH 4m •� -'�• ��e CONSTRUCTION NOTES FOR PERMIT PORPOISES DNL ` Ace .. • s. + I g O1 CONSTRUCT e• TYPE 'A-8• P.C.C. CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD - • } ' y , ! t '• \, L 1 p DRAWING NO. 200 YO LF. I •• - _ -_., ._ •. �• e T 1 r.^l"a_+il:� 2 CONSTRUCT TRANSITION FROM 6' CURB/wm. TYPE 'A-6 TO 6' WEDGE CURB. - , • •, I:Air.M. ?f3 .. TIC. x �J- _ __ • OSEE DETAIL T ON SHEET 5. 40 LF. T • • • S.S2&S, - 21.2 f 2 I '. '• • I Oco - 1.995 m a° �m r '"" °"i3• ' ,,SEE CONSTRUCT 6' WEENIE CURB. SEE DETAIL 'A' ON SHEET 5. 5.190 LF.. -'' ', , • , • - / i1 + ©SAWCUT AND SMOOTH JOIN 72 LF. a ��•••••••••�••••••••••••••�•••••••�••• 1 A t.il • INSTALL 8' P.C.C. OVER 8• CLASS 0 AGGREGAE BASE WITH WASHED ' ♦ _ •b_�.ID�a� OIXPOSED AGGREDAE nN15H VISE CRUSHED AGGREGATE) L404 SF / . , • I ' 7�057 'de" • ,'�B - P� tATry RAau u.t� e + QQ j OB INSTALL 3- A.C. PAVEMENT OVER 4 1/2' CRUSHED AGGREGATE EASE. 88,898 S.F. _ �• _ Ow =3.990 Ofe • ,°} ; i, I $1p >• 8.872 LNe l : - I OCONSTRUCT EWESTRVW TRAIL RAMP (SEE DETAIL ON SHEET 5) CA '• �iV ✓-(./,f. �• 7 = . • ` . F• /.i'' n ; `%'.:..' '.'.�.,... OCONSTRUCT 4' WIDE POC SIDEWALK PER CRY OF IA OUINTA - CC'�__ -760 ' STANDARD N0. 240 (MODIFIED) 3,040 SF-Za,7l/ O- +L •. , N' J ,-'�:4 I "b - f••�fi �''' �_}� ',Iw?aM .. _ •••� O9 REMOVE CasnNG BARRICADE. - • - . CONSTRUCT QfIIER DEPRESSION FOR CURB OPENING GTCN BASIN PER RIVERSWE, - �L� .L ,.DIAL ' . I �J �y( 8 . •• �•_ R ey O , 04 =.eMi9 IWIA 'il 1Y °w1.NV f44/ N COUNTY STANDARD DRAWING N0. 311 4 FA JV SHEET 4 , IVY A'! �BNEFT 1DOONSTRUCT CURB INLET CATCH BASIN NO. 1 PER RIVERSIDE COUNTY _ . 3v"''YQ�` �tl A0 4+4W Asa �j�''F•'-� aaM vY I ©STANDARD DRAWING NO. 300 4 FA ' S�7 1 C'JO -`'P(0R ' . •� S" rySi� 'Aicr: OASN no. ' • + CONSTRUCT ACCESS RAMP NO. 2 (SEE DETAIL ON SHEET 5) ] G 4i(i L OO � A 6't• oo 7 9442Z de Q,4 4.436 cfe • .A , , J S NOTE ' til% SHEET INDEX . ( 1 SIGNING AND STRIPING PER SEPARATE PUNS ` I w SHEET I COVER SHEET • y I t SHEET 2 THOROUGHBRED WAY UTILITIES • ' M 1 + • • QR� t , { SSHHEET 3 M NTST N DRIVE AND wH15PERING WAY WATER COALSELLA VALLEY WATER DISTRICT (760) 39B-2651 • 0' 200' 400 �� DR 800' B00' _ SHEET 5 DETAILS , SEWER COACHELLA VALLEY WATER DISTRICT .. (760) 398-2651 ELECTRIC SOUTHERN CAUFORNA EDISON (76D) 202-4291 GS THE CAS COMPANY (76O) 323-1851 +. SCALE 1'=200' - j TELEPHONE VFARON (800) 4B3-S000 • - f ` CABLE T.V. TIME WARNER • (760) 340-1312 EXT.281 ' USA UNDERGROUND ALERT (800) 227-2600 NOTE TO CONTRACTOR LISAOTHER CONSULTING. INC. HAKE S. REPRESENTATION ALL E CONCERNING THE ESTIMATED WINARY ESTIMATES THESE POURS THIS PLAN HAS BEEN REVIEWED BY SLADDEN ENGINEERING SOUTHERN TIMER THAN ALL SUCH .CURES. INCLUDING ON FA TORS RK NUMBERS, ARE PREPARE RY EOWN OS TURD FOR RCALIFORNIAECOMMENDATION AND APPEARS TO BE IN GENERAL CONFORMITY WITH THE 4 • FOR PURPOSES ONLY. R SHALL U THE CONTRACTORS ER SMALL NOT TO RESPONSIBLE HIS E OWN ANY DEVIATIONS ESTIMATE - FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER T THE NOT BE RESPONSIBLE FOR AM OEVATIONS ♦ RECOMMENDATIONS 2 OUR REPORT _ + BETWEEN ESTIMATED WNNTITIES AND THE ACTUAL QUA/ITNES AT TIE TIME OF CONSTRUCTION. + .' . DATED FE NUMBER 8. 4-30 1 A -02-06 D MARCH 3, 2003 - - • OUR FILE NUMBER 544-3001 03-02-OBB THE CONTRACTOR AGREES THAT HE %ALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS • WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS. WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: - + 4 R MEASUREMENTS.)CALCULATIONS. OR ANY PORTION OF THE DESIGN. THAT THIS REQUIREMENT SNAIL APPLY CONTINUOUSLY AND SHALL HOT BE UMIIEO TO NORMAL WORKING HOURS; A . ' , • AND THAT THE CONTRACTOR SMALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER WJRMLESS FROM AM AND ALL LABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, - 2p EXCEPTING FOR LIABILITY ARISING FROM THE NEGLIGENCE OF ME OWNER OR THE ENGINEER. s • • . * Ib.0 IS]B9 # . THE LOCATION OF USING UNDERGROUND UTILITIES ARE SHOWN IN AM APPROXIMATE WAY ONLY. THE CONTRACTOR . + Em•9/3008 SOIL ENGINEER 1 • SMALL OEERMINE IKE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO A r r •. i>feF CA. R.O.E. NO. 45389 +DATE 1 4" AIM • i EXACTLY LOCATE ARIL PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTMOIE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER OR SEWER CONSRKICTION AND VERIFY %I R HORIZONTAL AND VERTICAL LOCATIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SNAIL SE • . • APNP • " 1, • • r _ BROUGHT TO WE ATTENTION OF LISA CONSULTING. INC. THE CONTRACTOR SMALL NOTIFY USA CONSULTING. INC. SOILS ENGDIEER �• PRIOR TO POTHOUNG. IF NECESSARY. MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL SLADDEN ENGINEERING ' 767-200-0014 ' BEGIN WATER OR SEWER CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR CONSTRUCNION. - 39-725 GARAND LN.. SUITE C 767-200-005 A. - - • PAIN DESERT• CA 92211 - + UNDERGROUND SERVICE ALERT I� Ea ° •� Fs CALL -TOLL FREE• •' FEMA FLOOD ZONE DESIGNATION OWN PER FIRM PANEL 2300 OF SII00 DESERT CHEYENNE. INC.- p - 78-101 HIGHWAY ITT• SUITE'G' 1-800 • COMMUNITY- NUMBER 060245 23W B • +i - C26401 GATED MARCH 22. 1983 TRACT NO. 31202 (7 QUINTA 9920CALIFA 92253 ■ F.P. 3-31-0e 1 1{ _ - HAS A ROOD ZONE DESIGNATION (780) ]77-9920 422=4133 TWO WORKING DAYS ' + ILA91s rn REARING 's OF CAL\FOP BEFORE YOU DIG T T 8.0.8-C/L OF MONROE STREET TAKEN AS N721'06-E PER R/S 98/92 NO. REVISIONS MJ2.1 CONSULTING, INC. BENCH INDIO BM g99 ELEV. PREPARED UNDER THE DREG SUPERVISION O .. I 4U.K*ICT. or" OFLAau APPROVED GTE MARK r'%l�C�� SW , MAINIERO, SMm1 R ASSocurFs INC R.R. SPIKE IN P.P. AT N.W. CDR. AVE 50 AND MONROE SIT., / 284GT s cwTURE PIArONINO • CIVIL HNDO+BHQO+D • ELAND SUlverw0 '( - ROBER( S. SMITH DATE JG. VtL SM "ID34200 BOB Hope DRrvB • RANCHO MnAOB • CA 92270 • • PE. GL /E , CRY 31/0 TP.LP.nToxB (760) 320-98ll • FAX (760) 323-7693 •1� EXPIRES 03/31/08 /�/v� PITS R.C.E. 45843 EXPIRE$ 12/Jl/0 Ir 1 GENERAL NOTES t ALL WORK SRALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA + QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CRY OF LA ONNTA STANDARD PLANS. GTE AUGUST 21. 2001. OR LATEST EDITION. 4 2. R STALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO f THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE 1 RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT NMENIAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR , _ ' + PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY M THE CAUFORNA DEPARTMENT OF TRANSPORTATION (CALTRAMS) FOR AN ENOMACHMEM.PERYIT FOR ALL - WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SMALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA OUDNTA OR OTHER GOVERNING AGENCIES. , 5. THE CONTRACTOR SHAH NOTIFY THE crry PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR To ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (780) 777-7075 MO 48 HOURS PRIOR TO REWIRING NSPECIIONS. _ B. 'THE LOCATIONS OF DIISnNG UNDERGROUND UTILIIES ARE SHOWN N AN APPROXIMATE WAY • ONLY. ME CONTRACTOR SHALL DETERMINE THE EXALT LOCATION OF ALL EXISTING UTILITIES BEFORE _ COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL ROUGE ENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. - STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY, • THE CITY ENGINEER. TRAFFIC SiRIPNG. LEGENDS MO PAVEMENT MARKERS. TYPE AND LOCATION ' • SHALL BE APPROVED BY THE CITY ENGINEER. B. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPACEM SMALL BE DONE BY, A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33.966. OR A UCObED LAND V SURVEYOR, ONLY. • 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: t ' OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY . 7.00 AM TO 5:30 PM ' SATURDAY 8:00 AM TO 5:00 PM •A ' MAY 1ST TO SUTDABER 3OW: MONDAY - FRIDAY 8:00 AM TO 7:00 PY . SATURDAY 8:00 AM TO 5:00 PM ,• _ WORK SNAIL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOUGYS. ' • 1t ALL TRAVELED WAYS MUST BE CLEARED DAILY OF ALL DIM, MUD NIO DEBRIS DEPOSITED ON ' THEM AS A RESULT OF ME GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION - OF THE CITY ENGINEER. ,PROPERLY • 12. ' AL CONSTRUCTION AREAS SHALL BE POSTED TURD LIGHTED IN CONFORMANCE WITH - THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF •' WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARD$. . 13. CONsmwnON PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL t1 , POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NDI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB). PREPARE ` A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PUMA FOR ME SIZE. THE . NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORY WATER. THE PROGRAM 1S IMPLEMENTED AND . ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. ,6 14. THE CITY RETAINS THE RIGHT TO REWIRE PLAN REVISIONS. AS NECESSARY. SUBSEQUENT TO • PLAN APPROVAL BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PUNS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE, IMMEDATE YICNNITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGNALLY APPROVED. ALL COSTS. + INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY ^ ' DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. • '• ..Y 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED DGIREEN (18) MONTHS FROM GTE � - OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE L 1 PLANS, INCLUOING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE ' WITH ANY NEW CITY STANDARDS. ORDINANCES. OR LAWS AND REGULATIONS. ENACTED OR ADOPTED BY ' THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUSSEOUEM TO THE PLAN APPROVAL GTE i • a - PAVING NOTE9 y - t ALL UNDERGROUND FACIURES. INCLUDING SERVICE LATERALS. SHALL BE IN PLACE WITH B • TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAYING. THE - CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY ME RESPECTIVE UTILITY is + I - PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN ' INSTALLED AND ACCEPTED. - 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN DOSING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN _ CONFORMANCE WITH THE CALTRAHS' 'MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION MO MAINTENANCE WORM ZONES' AND r ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY y , ENGINEER. • Q 3. ASPHALT CONCRETE PAVING. EXCEPT FOR OVERLAYS. SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX UESGHS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD ` SPECIFICATIONS. COACHELLA VALLEY VERSION (BEEN BOOK). NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IRA-C2-AR-4000 •e ' BASE COURSE (LOWER COURSE): OMB-83-AR-4000 THE WEARING COURSE SHALL BE 0.1 FEET THICK: THE BASE COURSE(S) SHALL CONTAIN THE BMANCE N OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REWIRED: SEVEN (7) GAYS PRIOR TOCOMMENCEMENTOF PAVING OPERATIONS, THE Em _ CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DEMON IDENTIFYING THE ^ • MIX CHARACTERISTICS SUCH AS: AGGREGATE GRADATIONS. VOIDS ININ MINERAL AGGREGATE MAA). AIR VOIDS. .AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. , • TO ENSURE TIMELY APPROVAL IRE CONTRACTOR/SUPPLIER IS ENCOURAGED M REFER TO LA ANIMA'S DESIGN MIX APPROVAL CHECKLIST (FORM F0285) TO ENSURE ALL REWIRED LAD TESTS ARE E p PERFORMED. CERTIFIED. AND SUBMITTED FOR REVIEW. ` LEPi • 5. A TACK COAT SHALL BE APPLIED -TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE A.C. BASE COURSE. IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC R EMULSIFIED ASPHALT TYPE SS-1H' CONFORMING TO SECTION 203-3 OF THE STANDARD m SPECIFICATIONS. THE UQUO ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL/YD. 5. NEW IMPROVEMENTS THAT JON EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO TIE CITY ENGINEER. CONSTRUCTION OPERATIONS REWIRED TO ACHIEVE A SAFE. ' ' DURABLE. AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMGVA„ REPLACEMENT, CAPPING. AND/OR COLD PLANING. AS NEEDED. %. ALL MARHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVEMENT INSTALLATION IS COMPLETED. t SHOWINGRE UTILITY SERA CE UERN LOCATIONS AS THE CURB SHALL BE ETCHED ORS AND a FOLLOWS: ' FOLLOWS: 'S' FOR SEWER. 'G' FOR b5, AND •E- FOR ELECTRICAL POWER. r• " CITY Of LA QUINTA • PWn Set No. , E o41bo . m "T" CITY OF LA OUNTA, CALIFOFNA sr 1 TRACT NO. 31202-4 - RANCHO SANTANA OF EER STREET IMPROVEMENT PLANS 5 9 TITLE SHEET 8 SUBDIVIDING A PORTION OF THE N I 2 OF SEC. 10 T. 6S.' R. 7E S.B.M, L� s City of La .Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4467 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property. owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to, operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall_ be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only -shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760.) 777 - 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 ('/d') 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 Y.") 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. City.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. ❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less. than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 ) 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. PERMIT NO.4467 Rancho Santana / Onsite Streets / Tract No. 31202-3 and 4 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Desert Cheyenne or Larry Jacinto or Granite Construction, hereinafter- referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more .frequently, if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 §' 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation -and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a:m. to 5:30 p.m. Saturday .8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a,m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays.. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any4 lane street) before 8:00 a.m. 6. 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 altered in any way. 7. 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 I of 6 PERMIT NO.4467 Rancho .Santana / Onsite Streets / Tract No. 31202-3 and 4 8. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1. (part), 1982), advance warning signs and. traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction: It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no .cost to the City of La Quinta. r: 11. 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 the Assistant Engineer I at 777-7089 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. 12. 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. 13. 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 Special Conditions Page 2 of 6 PERMIT NO.4467 Rancho Santana / Onsite Streets / Tract No. 31202-3 and 4 14. 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. 15. 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. 16. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 17. 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. 18. 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. 19. Pursuant to Section 14:16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved: Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: r A. When.a firm foundation is not encountered due to soft, spongy or otherunsuitable 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. Special Conditions Page 3 of 6 PERMIT NO.4467 Rancho Santana / Onsite Streets / Tract No. 31202-3 and 4 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. 1 G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. 'All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 2.0. 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. 21. All landscaping, irrigation, decorative rock, decorative. concrete, lighting, etc., shall be replaced to its original condition. 22. Access and egress to all local properties shall be maintained at all times. Special Conditions I . Page 4 of 6 PERMIT NO.4467 Rancho Santana/ Onsite Streets / Tract No. 31202-3 and 4 23. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. 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-4.000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping; whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this. resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. - Special Conditions Page 5 of 6 PERMIT NO.4467 Rancho Santana / Onsite Streets / Tract No. 31202-3 and 4 24. 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. 25, 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 deliveryor pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 26. The City of La Quinta reserves the right to revoke, suspend or void this.permit at any time. 27. 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. 28. 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. B Special Conditions Page 6 of 6 FINANCE Revenue Code P:O. Box 1504 LA QUINTA, CALIFORNIA.92247-1504 78-495 CALL.E TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 November 22, 2006 John Pedalino Desert Elite; Inc. 78401 Hwy 111 Suite G La Quinta, CA 92253 Re: Encroachment Permit No. 4467 - Tract Map 3' Permit Type: On -site street improvements Dear Mr. Pedalino: Encroachment Permit number 4467 has expired [will expire] as of August 22, 2006. In order to avoid the issuance of a "Stop Work Order," please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit - renewal of expired permit shall consist of a $100.00 permit renewal processing fee plus 10% of original fee to extend the permit one additional year (until August 22, 2007). ORIGINAL PERMIT FEE 10% PERMIT RENEWAL FEE of original` permit fee (one year extension) $8,330.00 $833.00 $100.00 RENEWAL AMOUNT DUE: $933.00 If you have any questions or need additional information, please contact Tony Colarossi at (760) 777-7089. Sincerely, Paul Goble Senior Engineer, Public Works Department cc:: Bryan McKinney, Principal Engineer Leonard St. Sauver, Assistant Engineer II ✓Permit File, No. 4467 Tract File 31202-3, Folder V _ .i P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-150.4 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 July 17, 2006. John Pedalino Desert Elite 78401 Hwy 111 Suite "G" La Quinta, CA 92253 (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 Re: Encroachment Permit No. 4468 — Tract Map 31202-3, 31202-4 Permit Type: On -site Storm Drain Installation Dear Mr. Pedalino: Encroachment Permit number 4468 has expired [will expire] as of August 22, 2006. In order to avoid the issuance of a "Stop Work Order," please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit renewal of expired permit is $100.00 plus 10% of original fee for each year the permit has been expired. ORIGINAL PERMIT FEE 10% EXPIRATION PENALTY For each year permit .has been expired $5,680.00 $568.00 $100.00 RENEWAL AMOUNT DUE: $668.00 If you have any questions or need additional information, please contact Tony Colarossi at (760) 777-7089. Sincerely Paul Goble Senior Engineer,Public Works Department _ CC: Danny Escalona, Construction Manager eonard St. Sauver, Assistant Engineer II ..'elpermit File, No. 4468 Tract File 31202-3, 31202-4, Folder V