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8051
4, �Qur,�rw ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes 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 Minor Improvement Permit Class IV DATE:December 9, 2008 LOCATION OF CONSTRUCTION (Street address or Description): Eisenhower Ambulatory Care Center; SDP 2007-887 45280 Seeley Dr. / Washington St and Seeley Dr PURPOSE OF CONSTRUCTION: Precise Grading and Paving DESCRIPTION OF CONSTRUCTION: Plan Set No. 08057 DIMENSION OFINSTALLATION OR REMOVAL: See Approved Plans; PSN 08057 APPROXIMATE TIME WHEN WORK WILL BEGIN:5/27/2008 _ TIME OF COMPLETION:12/31/2008 ESTIMATED CONSTRUCTION COST: $$1,066,033+$61,000=$1,127,033 (Including removal of all obstruction,. materials, and debris, backfilling, compaction and placing permanent resurfacing .and/or replacing improvements) COMMENTS: Permit Revised to Include Added Diversion Weir Chamber Unit (Const. Notes 74-77, 80, 81); Attached to Permit 8051 In consideration of the granting of this permit, the applicant hereby agrees to: , Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours .in, advance, of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. 1 Comply with all applicable City Ordinances, the terms and -conditions of the permit and all applicable rules and regulations of the City of La,Quinta and to pay for any additional: replacement necessary as the result of this work. Signature of Applicant or Agent Eisenhower Medical Center - Ali'Tourkaman 39000 Bob Hoe Dr, Rancho Mirage CA 92270 (760) 773-1273 Name of Applicant (please print) ness Address //,��4sli7 Telephone No. WDL Construction - Shawn Martin 1 Paseo, Palm Desert CA 92260 (760) 674-9553 Name of Contractor and Job Foreman Bu s ddress Telephone No. © 741137 �C 4966 Contractor's License No. ,r iy C " 1 City Business License No. 9%+L9 O�®� Interstate Fire and Casualty Co SGL1001220 Applicant's Insurance Company E`,p�b Policy Number FEES: Subdivision Improvement Permit - Class III Public improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV Private improvements: 3% of estimated construction costs Finance Revenue Code . Inspection Fee EE=1 $1,830 Permit Fee E_1 $0 As -Built Deposit E=A $0 Cash Deposit -Surety Bond, E_B $0 if required TOTAL $1,830 PERMIT NO! ¢V-3-1 ... .knC: V 1JCU_►_j DATE ISSUED: MLCS/ 2-is , aOD0 EXPIRATION DATE: J,8 .- 7 009 WORK INSPECTED BY*: PERMIT COMPLETION DATE*: *If the work is covered by. a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. .+.'IULJIV lJLLI,1ICIL7 e" - Item = r Construction Costs -CDS Units and Diversion Structure` $60',000 'Additional storm drain and appurtenances '` r, $1;000 IS �, i 0- arts to, TRN87TION LWTH 6•'QAtB. } e p tRAPFIC RA Ts ELEV. mc6 Is, iw. y .. ,�. - r SEE PLAN + I - - Ent w nr . - ,. . O UP ' _ VARIE 1 2 1 WX. TO EXISTING ' • • is, SO. i'�� \ ISIED GRADE BACK OF ORB - --.aar �_4'6'A - - TRELLIS TYP. ( �' THIN BQO ��11N: Y THICK 1.C1'MIN. • DE �lENT . , t _ _ - - c '.• -$ t n w CQW! iP!!IT-- I • �,' - _ - MT SECTION i,, •.MR dpIO AI? DOMAIN FOR LIGN11 FIX1Ui_�__ ��� A/1 t 4.5'AC 2�i185:3' + -PIPE - ' - 1 . M . � .Ya• A ' ST WY ■ �! L-.6' Cm It 9RTER - EXPANSION ,AUNT i - r • • 45' WONTING CLIPS T M.F 7. . REDULER..IF RED' JEANytE1 TAPPING. SCREW MIN.(12) y 4S WYE . �. - ' `l11f1 RNYC TOP. (4)ECOL. (4) O • _ GYP. (4) 0 BOTTOM (4) - 0MIODE i SEE PLAN + 4 `jF1 ' OR8 , - ' .FOR SIZE / �' CCIRIN.E PIPE ,�Jv • 1 � � CLASS C' COA'QE'IE 'Pl.. VARIES 4' _ _:�_ -_ _ _ (1(DI, _ 1.601 CIL FT.".. . I OU 1886 [ 48' HIGH - YA S. 1. PEDESTRIAN .3• STATION k INV. EI!V. ' ILea"PE839SSBI£ gum • ' SEE PLAN l MODIFIED CITY OF LA QUINTA STD 4201 � -, FINISHED OR •F• FOR LiSF AT PEDESTRIAN CROSSINGS: GUARDRAIL QCO '4' v9111iR STORM DRAIN C FANOLIT .DETAIL `•'` l.� 193 _ l�•.•..._ NIS tlTS M r ¢ • t - - TP PER INV' E R P1AN r.- e--•� 4 7` r _ PAVIN6'FFA fIAH i KEYSTONE , 6 VARIES KEYSTONE - r - t'i RETAINING HALLti'l AND PERMITPERSEPARATE P. �/ \ 0• Q.fiO OEfAis\�FI�SCURB TRANSITION DETAILnmuw.is'• + KEYSTONE,\� N15 RETAINING MALL \ / •. - a PER'SFPARATE PLAN •� MO PERMIT. - • _ j - _ - - PROPOSED tXNECTING STORY • i STORMN DRAIN LINE I , 9- \2NIS R:S. 73.00 '6 2. )0'YR W.S.r64.15 i5 . PER. SLCHE R[OTECTTCN PLAN' y ,, ' (8Y YSA t;OIS�TLNG) .. t2' W4 20' P/L - - • A GRATED tNET - AREA GRAIN _ tANDSCAPE 1 - IEs KRpIRNtt L (>`cal IRON LOCAL MION DETAIL FOR GRATED INLET ONLY LOT I EACE A NIS w, I i m •. - 2•a. fRf - On NOTE: GRWVED: ^.^ 3-AC OVER 4.5' ' + ("HERE REWN�, AS Sao GF;MY£D OORXR pETA II i CLM 2 AS 01 PLAN) MET K ON DE EXISTING 4: i 9 OPEN Fir IZV ?iE Lfr,. w6arr AT. k`! PARKING 'STD I NrSs RIPING DETAIL THE TOP CF TIE HOP. ION SISACE R.ANFING . , - Nt5 s SPACE ni ; APEREO EDG ES 7 • . '�,.�, n 0CRE EXPOSED .. 12' PfL , 20' APE i VARIES F'CE SECT RCH a -A • 4 - -r, 6. fUfB .VARYING 8' Q.RB N: _ i•- . EASEMENT iN - i FAME FACE - . 2%'MAX EACH WAYt9< - 16'TO 0' FOR LANDING p O ' O ' ' y.[Ll 9iACE. -0 AREA OF RAW- LAXEIr HAVE.} S'ECr1�Ch�A-e _ .I q� DETECTAR-E 6AMINc SiRFACE MIEN RATACE ° ° . � j a SLOPES ARE ' HELOT 6:67%. . t O t d 1 1 1M1N' trML- FIN•s Slffp S.RFACE: OF'RAMP MIST CONTRAST FROM' Ste' 1 R '� ADJACENT 'SIDEWALK WITH BRO7a FINIS? OR FOUAL. } 3'AC 4. ' _ 2.35• .45-. 2 ACCESSIBLE :RAMP APART Ar TCP 4si BASE LEVEL. TRUNCATED DONS t •2' 2• LINE _ NIS _ O ✓� li M[N. 1 L 1' 1% MIN. ` .' PLACE 1}©• STOP PER < RAMP .I I PLAN PANTING SIALL . NOTE: 'GRODYED BORDER MUST ON S .OJ THE LEVEL SURFACE AT ...... , . �i. 3%<_ - .._ •... - `'THE TO OFjRC .RAMP. 5 ... 1• B' 1• �• 1 4- '1 4' LIP AC PAVEMENT AGREGA7E BASE FLESH 'TRANSITION SEiiVEF.N GRAOEa4. 17% CWB OR PED'RntRS A?D GTOOViD 6UtCtR DETAIL WTTH 1/2- BEVEL •'. VEHIOLAN OR RED PA1HS 6' 117777. /2' R \ . ¢oPE 1. !D Max. 4' P:C_C VALLEY GUTTER N STEM OOPE15 Q k • b4Y @ YIN. 8" i a' O/C WILL It ODJT COMBS HITN ,1:'1 Y1X COE,VT k SANG PAVEMENT, B4OC OF 8••ClE>B NX 6, aft WIE%,STOP�• '��^G`Y �/H o• .�� / 1 FOOT:CCIf:RE7 FAQ OFS' _ PMO[[N3 STRIPE ., 9'W �t,+e•A unre. SP.AM AREA OF RAW 4bT JUK •• - ' CCIECTAIIU WA141M 9J ACE dfll SJffALE . '~ 9.QESARE rsB.oes.alx. 1ST SUBSTITUTE MYLAR ROM- FINISHED S3++or RAW "I I°.3,'IRAST M. ' ALUACM SICEMY. HIGH BM 111419i OR E,2ML. . ' THIS YYLAR IS IDENTICAL TO THE CURB RAMP SMITH GROOVED BORDER ENGI APPROVED BY TIE CITY. ♦\e��o s..,lOi YLa[[ssPq+ EPGflfi3t W E30iPf �1 \♦ac s:•<R, . COTS FOR THE REVISIONS NOTED HEREON. - c 1 STEP=0l1T Ev.9:1100 W.7w,5 psi L'l1;L .♦� Em.4•b'Dro ' fr'XdIFJ (7iMYGES R IlSfS: nE [1xoa:Lv Rxn1aA"c Rase AA-6 nt: H(F at ersFnYs�r DATE / •v oa�tLtt1 •✓//�r r:r1L L *aJ m ala.LS m m t15.-i or IA'L5A RDAs. u, KIN m •D TAE LL : ' 19• PAINTED STEEL RM t. ! 7URNBA2OE STANDING SEW ROOF SLOPE 0 ;Pai t ,T - tlMER CENSM.AS OVEN aim CELL. CELLULAR - }, TYP. EC 3. 4_25. DECK CH PAINTED SILL j BEAM 11 ! EOM i•-- --1/4' CAP TIP. �` - =1/4 1S. TIP. in/2 COLT: I �•iEGM iIXR1E--BX4X1/4' 75 T 4X1/4 TS J EEY�D 1-.-THUM TS'gE 1/27N i/2M! I:r » STRUCTURAL. 1/4 TSWL� 3i} \� ;�! Urn 1. 2 -- - -- _ y1, -' r _ (i10ffR1/DlRiGATi(N . PEA 1140'SCAPE : PER ARDIIIECRRAt PLUM AND -PES60T PAF2KItlG !I{(1QY DETAIL ONSTRUCTION NOTES AND QTY. ESTIMATES LNit DIY. " .01W ` s? GTY. .1 CONST.I.=7� 6'. CURB OILY PER CITY OF LA QUINTA STANDARD DRAWING NO. -- 210 '- �' •' LF, 0782 40 TNGr 24' X 25' RADIUS CONNECTIONPOINT PER (ADS OR "APPROVED EA 10 2 oWaTRUCT 4.5• A.C. OVER 5.5' CRUSHEDAGGREGATE BASE.. Si 29,485 41 INSTALL PIV AND FDC ASSEMBLY - - . INSTALL 4 = 45 MO. (SCHEDULE .40) OR APPROVED EUUAL: 3 CONSTRUCT 6' P.C.C.•OVER 4' CRUSHED AGGREGATE BASE STAMPING AND OXT PER AROgTS TEC ORAL RA.AND SPECIFICATIONS._ SF, - 36, 14 0 4 . CONSTRUCT -4" SLIP RESISTANT (MEDIUM SALT FINISH OR APPROVED EQUAL.) QOPgiETE g$IOEWALK:PER CITY OF LA QUINTA STANDARD DRAWING NO. 240 \YO��' FIEDI. STAIPINO AND OEM PER LAAG6CAPE ARCHITECT'S PLAN AND M'IFICA IONS. •e -- -• - - - SF 44,689 M 45 eALL 4 X 4- - 45. - .,-LTJUAL' . EA 5 , INSTALL 8 .-__45' BETE. (AOS,QR APPROVED EQUAL). - - fil • -t _ INSTALL 6' X 4' - 45 M. (ADS OR APPROVEDEpl1A1). . S 'MARKINGS INSTALL ACCESSIBI.E-PARKING SPACE S7ONAOE SURFACE .IDENTIFICATION PER 2001 C.B.C. SEDTICN 11098.4. AID FIGURES'119�-28 AND 118729. - :. EA - 18'. AB 4 - INSTALL 4''OCIESTIC 11ATER LUTE 'LF 119 INLSTALL. 24' X 4' -.45', RYE. (ADS. OR; APPROVED EQUAL). EA- 5 6 mwrRurT LITTER ION FDR.CIRB CPELINO.CATCH BASIN (CASE 'C') . PER CITY OF U� QUINTASTANDARDM. HD. SM. .. 1, CA • 5 ' N 40 INSTALL �6' WATER FIRE LINE �• CF . 120 7 INSTALL ARDOR -TILE CAST [N RACE TRUNCATED DOMES OR PWTALL1 C.B. SEC AST 113RACEETAIL ON SHEET' 2. . ` - AlppPPROVED EQUAL ' - COLtR-YELLOW FEDERAL COLOR N0.33A.. STAGE.Rm PATTERN. WIDE EA _ 16 .. 49 50 USTALL.B• - 45'. STD: (ADS OR APPROVED 'EQ AL). - .EA' 4 INSTALL2./' % 6' - 43''WYE. (AD6:OR.APPROVFD EQUAL).- - EA 1 - 6 .. OMC7RUCT.4' P.C.C. VALLEY ourviR PER DETAIL" SMDIfN ON SHEET 2 IF 3,7g0. 5 C(NSTRUCT'CIRB INLET CATCH BAS[N PER CITY CF. u WINfA `STD. M. W. 1EA 5 -. 9 COb'iRI= aM BUTTER -PER CITY OF IA QUINTA STAND M. NO. 230. ;. - SF '2.634 ICA 18" HOPE STORM DRAINPIPE. (A05../188020 5-.0'IB OR APPROVED- Q1AL - _ . 143 :-5CWZrRUCT'ACCESSIBLE RAW -PER DETAIL ON 940ET 2 ' .EA 28 ". -- RN�M,18' F®PE'STORM -[RAIN PIPE. (ADS• B6S•0020'IB OR APPROVED ) - - 4. 11 ' RAI:EADWEII IXISTINO.STCRM DRAIN OR SEWER MAI iO TO FINISIt71 GRADE ELEVATION AS NOTED. - ': EA. 5 � 12 .AV er•-k•• y" IXIS?IN6 L»O55'•QllitTt TO i.MAIN T8i3E 5N4�M. REMOVE ! Mif,P1iACE IXISTING SPANDRELS', QE78 RETURN, A.C.. SI[fEWAL1K, AND PORTION OF.� CRO:S-GUTREt AS NEEDED. MAINTAIN-FLANLINE GRADE. .:. SF 5, 793 51 '. INSTALL 8' X 4' - 45-': WYE. (ADS OR APPROVED EQUAL)• '• - INSTALL 8• X 6- - 45- WYE. (ADS ORAPPROVEDEQUAL). - - - EA 13 INSTALL PApf LNG CANCPY WITH 8f6II�t COLON TRELLIS PER SEPARATE . PWUPERMIT ND DETAIL ON SHEET 2. + - - , •- _ - \ . FA 43 56 - .INSTALL'8' END CAP. '.(ADS'i1201AN M OR APPRDVED'E*JAL). ..., EA.. 1 - - INSr -STORM CHAIN. CLEAN CITY PER DETAIL ON SHEET 2. (ADS CR APPROVED EQUAL) - '. EA 1 25 14 -' CONSTRUCT V P.C.C: 'WALKWAY. STAMPING AND COLOR.PER ARCHI1Ec:npAL A.AHS AND SPECIFiCAT10NS.. SF 21.788 INSTALL 24--X 8'- 45. TIME. :(ADS OR..APPR(NED EWAL). INSTALL 6' SEWER 'CL£AM Uf - - - FA . EA .158 2 15 CRIS1Rl1CT Y A.C. OVER. 4.5' CRLPIEO AGGREGATE BASE. SF 1143,123 18 CCNSTF = 1 FOOT CONCRETE SCE]-qR:PER DETAIL ON SHEET 2. '- - EA Ill w INSTALL'8•�SEWEt LATERAL - EA 2 17 : cmGTRl10T. 6' CURB AND GUTTER PER CITY KF'LA QNNTA STD: DRAWING ND. 2D1.. - _ - - LF 2381 81 CONSTRUCT A2'., WIDE WITH 4:1 SIDE SLOPES v-QfAWE1.. SHDTICRETE-CR APPROVED EQUAL 'IF 184 -Z- 18 19 OCHSTRUCT.CURB. RAID (CASE `A•) PER CITY. OF LA QUINTA STANDARD ORA�INS ND. 250.. - CONSTRUCT ITYSRETAINING WALL PER SEPARATE PLAN AND PERMIT. MIE .EA ... LF • 2 440, - OQNGYRjXT lo' CURB IRANSITION MR DETAIL ON SHM7 2. _ LF 385 -INSTALL INAUTHORIZFD;PARKING SICIAGE'PER CALIFORNIA REEEIENCE ACCESSIBILITY FIGURE 4 SECTICN:18. '� .IX 2 'INSTALL. 24' X 24' CAST' IRON GRATE PER DETAIL ON SHEET 2. (I'M OR APPROVED EQUAL.) ., - EA 4 81 INSTALL LIGHT 80LLARiD' PER <CETAIL ON. SHEET 3 COR .APPROVED'EAl1AL). _• � M 21 PAINT 4- WIDE. DOUBLE WHITE STRIPE FOR THE PARKING STALLS PERDETAILEA CN,SHEET 2 -- 366- INSTALL 6- X 25''RAOIUS CONNECTION POINT PER (ADS OR APPROVED EQUAL) -. LA Ito INSTALL BLUE REFLECTIVE PAVEMENT MARKER. - EA' ♦ 68. INSTALL UU'CTION STRIZIUR- NO. 4 CASE.2 PER RISC AND DETAIL ON SHEET EA 1 . CO•TRULT WATER FEATURE PER LANDSCAPE ARCH" CT'S PLAVNS'ND - - , SPECIFICATIONS (PER SEPARATE PERMIT AND PLAN). EA t 67 _ -IHSTALL.R1-1 S[CN(S 30• % 30' ON IEfAL :POST FER C[TY CF LA Q11NfA ._ .. . 4 COPSTRUCT 4' WHEEL STOP PER DETAIL ON SHEET 2. .. EA 18- 6B ]NbTALL LIMIT LTNE AM STOP. LEGEND PER'CITY OF LA QNINTA TYPICAL LATQIT TIG LN'E STREET DETAIL. - - - + - IINTALL PIPE SELLARD PER DETAIL ON SHEET 3. COLAR PER ARCHITECTURAL PLM6' AND'SPECIFLCAIOS. - • - EA .. - 17 - _ _. O INSTALL 4' YELLOW STRIPED CiN1478.INE. PER FIGURE 3A-101 DETAIL Y ON LLUfED CALIFORNIA SUPPLEMENT: IX - "u • ffi COSTRIRCr CATS RAMP WITH GROOVED BORDER PER DETAIL ON SHEEP 2. EA 14'. INSTALL 4--00E YE1L.Oe ltlE PER FIGURESA-104 DETAIL 21 ONM{IiDD 0.B- CALIFORNIA SUPPLE Dff- LF ..864 . 1� 7 PAi lt. 5• WIDE CROSSWALK WITH 4' .STRIPES ANGLED AT 45 CIEGAMS ADD 38• W CENTIR. EA 12 COS1R61CT O' CUB- -- • LF '198 CCINECT LO 4' ROOF DRAIN PER SEPARATE FLAN NO PEWIT. - EA 12 INSTALL IN -LINE CAST IN RACE COMM PEPERPENDING.PENDING.CITY ENGINEER Cam - RASP RANI POLICY FOR TRUNCATED DOMES. EA 4. •. W, ECT TO 8' ROOF DRAIN PER SEPARATE RAN AND.PENYIT. - .. 3.- JO 'INSTALL 4' PVC STORM DRAIN PIPE (SOE'OILE'40) OR APPROVED EQUAL, MEN. 111,15K. LF : 808 cosTRt10T 8'. CIRB•AND GUrim.PER MODIFIED CITY OF LA QUINTA STD 0201 LF ,55 31 IN!TALJ. 6' TOPE STORM DRAIN PIPE. (ADS %0665-OD2O'IS OR APPROVED E:CIIAL YIN. 12 SCDPE. - - - LF 235 4 a 51�4T BVERSIM-NEIR-QWBER-ND C057070 WIT PER COlRDOR DETAILS EA T- - iM?ACE T2' TOPE-S10RII.ORAIN PIPE. (ADS /1265.O02D'IB (R APPROVED EM. LF 31 INSTALL 48• DIAMETER SICRMIGATE BYPASS STRUC711RE PER CONTECN DETAILS ON-S TILT 9A EA. 1 1NNGTALL. 18- X 4"TEE. (ADS ORAPPROVED EQUAL), EA 8 _ .INSTALL CDS2015-4 WIT PER CONTEC H DETAILS ON SHEET 9A _. ., EA_ _�_J/ 34 INiTALL J.NQTICN STRUCTURE NO. 1 PER RC£C. EA 2 REMOVE 9:75 LF OF EXISTING 54' RCP TD ALTAIEODATE.CONIEfN DIVERSION WEIR CHAMBER EA - _ l� 35 FALL 24' DRAIN BASIN TRAFFIC RATED.. (ADS OR APPROVED EQUAL). EA 4 _ - 1"AA(L1L. 18' X 25' RADIUS CONNECTION POINT PER (ADS OR APPROVED EA - 2 IXSTALL DISABLED PARKING SIGN PER CALIFORNIA ACCESSIBILITY 18. RIEFEFO E' YAILAL, FIGURE 1. SECTION RN -,TALL DISABLED PARKING SIGN PER CALIFORNIA ACCESSIBILITY REFERENCH EA - LW UAL FIGURE 3 - 3 - t5 - ---- 1%R 11STALL � 4'-Alm GRAIN; ND6 PARR iD.-'75_ 81 LOiE_TMO..EXISTIN6:CATCH" BASINT :EA' -•r•.1 N .. IIEW [ iN3TALL 24' POPE STCiIi DRAIN PIPE. (ADS OR APPROVED EQUAL). LF - ES irs r TOM, Re MAKIMS HIS E976G1ES'i'OR 8ID PURPOSES ' 11 11 SRN, M ...ur FPL WMt) • •PL"s AKst BL d nVmx AID :.NPQRTANF NOTICE: Dill[. BEFORE ,H7U.01G A>raNd � 4•,�,�,, Mfg. � �. � momma m N ma ' raeesAfflG491'O U9JF.'R„R0f6Vil SfA.19:F AFIR TOLL MIX 7-�°LG-i22-1o'LO TIYO WDRiittiG DAYS atFORe YOU DtG YUS Bi *W.Wm BY 1SLI:emm DWzu X=Air Uu' ZO37 B.i C.i'l.C1C.r^. •' . a Af arm a,D 1 O M-M AIV ACT AY.S NI 67n1'UAS fAXAd G4.4 wAl''7i !TR:J1A'd+!TfXA'6Y (i .q' i. - IM F9L^r,ISR a' :NGg RAMS BASIS OF BEARINGS Q. Pr BASED Cw THE WESTERLY UNE OF ME $OUT?IE.AST OOFR'1ER Or Sn.CRON I9 AS SNOYAN ON RECORD SURVEY ME01 IN a00x !06. PACE 32 '' ' • L •. 9&H�: N 00'i T55' W "- _ BENCHMARIO op_}_IYr ELEY. 1!6.58 _ LACA NON: !• I.P.PYF.1IN COUNTY TAG !N M(M. LULL AT ME MrERSECDON 'OF !,!IL"5 AViK�' AND PYASN;t/CIOry STREET - .. - OSW �L - - A® LO/SiRUCfION IGif03 M. 74 7S L � _ N ows. ow wrwwiwr■ ocoiow ■ e ■urn - �" � �4-,� «•� � � � ■ ■ • PALL Cesm, CALFOM D71f� CONSULTING 71100S.lAP rAA%76D]46■I6•wWIfV- - + 9 (/✓ �•... DAtc: /1N�oYr / 0SI5N Rv)�Sg, APPROVED BY: CITY OF LA (X11N TA - - ' - pAeCFA�IaD_ P 'THY R. J :AS P.E. PUBLIG UV'JRKS ERECTOR - .O FY ENGINEER. _ R 0.E,458a} EXP. 12-31-2008 -IN lA OU A'.COU OF c plc OP W - $ H E [ I a PFiECISE GRADOVG PM PAVWG PLANS r� `� ' ' EISENHOWER AM BULATORi(' CARE CENTER G A 'NQ.200%-8B%%PFVM3-,D (X� SIff=TS HIMUAW QIA�TIES pd$ DO/DA tOY: CLINGSION OF'A PO!r EO+ 5 Rif SWIM HALF 0% Q.Era-007.OLG c c'r 9 TOd1.911P5 SWOR RARE 7.EAS 5.6.C.k Y. FILE M.: C FOR: EISENHOWER' MEDICAL CENTER s - '78;77,78,79,80,81 4t 82 WITH'-QWNrITICS: -' -� �.� BY: $It !WA - IXPOHTED-XIlMWT1TIES FOR CONSTRUCTION f OECD6Y: - OSA N�-�39:4 a %---f� �-_ -i REVISED $LA`: A$ tJp1ED COTE APR!t 1�8 ,xe NzrDl 20100846 _ BT YMc OCSUF>'7;dN i ARR. OAR' .. 'CNcw[O+ REV 1 S 1 O N 8 .! G>Y _ -- DAL1C S. YALSON 1 R.cr.. ml.a • ry-•. o-+�-z+r.0 i PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise.Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 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. Eisenhower Medical Center (Ali Tourkaman) and WDL Construction (Shawn Martin), 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday _ 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 a.m. nor after 4:30 p.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 City Traffic Signal' Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 7. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer : of Record such that the fill can be determined to be placed according to the city approved "plans. Special Conditions Page 1 of 8 • -"PERMIT NO.8051 Eise_ nhower Ambulatory. Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 8. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location'relative to building corner and the elevation of the top of hub next to the lath. 9. Building areas should be overexcavated to a depth of at least X.feet (per plans) below existing grade or X foot (per plans) below the bottom of the footings, whichever is deeper. The exposed surface should be scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once deleterious materials are removed, the native .material may be placed as controlled compacted fill. Overexcavation *Should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the,City Engineer prior to the construction of the deviations. 10. 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. a - 11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction; a letter from -any owners,of the driveways/access ways that will be closed down due to the construction. The-lettei• must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure ' D. Alternative Routes 12. Any land on which Williamson Act contracts apply shall remain undisturbed. 13. The permittee, shall' place temporary no parking signs along the • parking area affected .by the construction. The signs shall be placed along the area 48hrs prior to .the start of closing the area, and removed immediately after the construction completion date. 14. WDL Construction (Shawn Martin), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. ` The following Fugitive'Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both'the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. ti c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a :City approved plan. Special Conditions Page 2 of 8 PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington -St and Seeley Dr " 15. 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 the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. The permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. 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. 16. 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. I 17. 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. 18.. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. 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 II •at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may Halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading.to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a.building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been.completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 19. 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 II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the .locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. Special Conditions Page 3 of 8 PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 20. 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 city or existing errors & omissions by the architect or engineer of -record. 21. The permittee is responsible for obtaining a valid separate permit from -the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 22. 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 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 24. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (160) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 25. ' During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2", b. A 6 inch thick'subgrade layer compacted to-95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 27. 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 II. If the archaeologist determines the site'tiote to be required to be'observed, please submit a letter signed by the archaeologist stating their determination. Special Conditions Page 4 of 8 ' PERMIT NO: 8051 , Eisenhower Ambulatory Care Center/ Precise Grading &-Paving /SDP 2007-887; { Washington St and Seeley. Dr 28.• If public traffic lanes are required to,be.closed, this -permit is'not valid until the permittee submits, to the Public Works Department, a traffic control.plan'for review and approval prior to start of construction or parking on the paved R/W: I 29. The permittee is required to'provide an informative message board'(approved by the -City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 30. 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. - 31.. As shown on'the sketch to the left, a minimum distance of 18 feet.between . — — — — — — — - — - — the surface and power lines must be ' I .I I . I I I I I 32. • Pursuant to . Section • 14.16.370 of the La Quinta Municipal Code'(Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -'of -way' shall.conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction'(SSPWC), except as otherwise specified herein. ` Native material may be used as backfill material provided that•-iiiinimarn compaction, achieved in the mariner prescribed herein, is' achieved. Backfill shall be performed by mechanical means; no water r densified compaction via jetting'or flooding or,other mean's`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. Special Conditions... ` • , , Page 5 of 8 PERMIT NO.8051 Eisenhower Ambulatory. Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr Backfill compaction shall be achieved by the following conditions: A. " When a firm foundation is not encountered due to soft, spongyor other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of,trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to,establish the depth of lift that can be. compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the liftds compacted.- Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. ' F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test .fails, previously placed. backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 33. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed. by and to the satisfaction of the City Engineer for the protection of the public.' Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by -steel plating. Special Conditions Page 6 of 8 ti PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. 36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),. permanent pavement replacement shall be completed no later than seven(7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-12 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 1/" max medium asphalt concrete as the base course lift and a City approved'h" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the.trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • : For longitudinal . trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • 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/"'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. Special Conditions Page 7 of 8 'PERMIT NO.8051 Eisenhower'Ambulatory'Care Center/ Precise Grading & Paving'/SDP 2007-887; ,Washington St and Seeley Dr F.Any existing .lane striping or any existing detour lane striping affected by this resurfacing shall be _replaced in kind by the Permittee,' as directed by and, to the satisfaction of the City Engineer: . Affected traffic signal loops shall be removed and replaced in kind. 'The finished pavement surface 'shall be smooth, consistent, and shall ,conform to the surrounding grades. ,37. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with -an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. ' 38. Pursuant to Chapter:12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated: certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks .exceeding the weight limit may use a restricted street if making a 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.- 3 9.'= ` The City'of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in.'law: or,equity that may arise out of work under this permit.' 4.1. If it is the intent of Abe. permittee to cut the pavement and have it restored by a third party,. the permittee shall postpone cutting.the pavement until the intended third party has acquired a permit from the City to'perform the required restoration work. Special Conditions Page 8 of 8 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8051 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: Pennittee 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 utilitycompanies 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. t ® 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 (%") 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 Y2" )"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. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) 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 two 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 ( 3 ) 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 to the surrounding ground, whichever is the greater compaction as determined by the impact or,field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. • - IOU ENCROACHMENT PERMIT' PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes I rl 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. DATE: 5/21/2008 Subdivision Improvement Permit - Class III Minor Improvement Permit- Class IV LOCATION OF CONSTRUCTION: Eisenhower Ambulatory Care Center; SDP 2007-887; 45280 Seeley Dr. / Washington Stand Seeley Dr PURPOSE OF CONSTRUCTION: Precise Grading and Paving DESCRIPTION OF CONSTRUCTION Plan Set No. 08057 DIMENSION OF INSTALLATION OR.REMOVAL: See Approved Plans;. PSN 08057 ' APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/27/2068 TIME OF COMPLETION: 12/31/2008 ESTIMATED CONSTRUCTION`COST: $1,066,033 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements). COMMENTS r 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 occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority atleast twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regula ns of the City of La Quinta-and to pay for any additional replacement necessary as the result of this work. Nx Signature of Applicant or Agent Eisenhower Medical Center - Ali Tourkaman .39000 Bob Hope Dr, Rancho Mirage, CA 92270 (760) 773-1273 ' Name of Applicant Business Address Telephone No WDL Construction -Shawn Martin 74015 El Paseo, Palm Desert, CA 92260 (760) 674-9553 Name of Contractor and Job Foreman NL3usiness Address Telephone No. 741137 /</ / . 1 Contractor's License Number Interstate Fire and Casualty Co Applicant's Insurance Company � FEES Subdivision Improvement Permit -Class ICF �G Minor Improvement Permit - Class *9 Finance Revenue Code Inspection Fee EE=1 $31,981.00 Permit Fee E_1 siO0.00 As -Built Deposit E_A $1,000.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $33,081.00 4966 City Business License No ' SGL1001220 . Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction.costs PERMIT. NUMBER: 8051 DATE ISSUED: fhzw oQ &I Door EXPIRATION DATE: 9 BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. PUBLIC WORKS DEPARTMIDT - "' -, APPLICATION FOR PERM��T� ./If j72�t.�SEr (y�y,ga..v Date: ,S'- 9 -013 Tract No: 6DP1.0o1-887 .Project Name: 6IS-'�K400- yraauzanx-r cnsec covrpQ Vicinity: 4,/5- Z20 S XIe : — 5 w.vsrr►n,� sT Purpose of Construction (Ex: Rough Grading,'Offsite Street etc.) Description of Construction (Ex:. See Plan Set No. 01234) ESN D 8oS'7 Dimension of Installation or Removal: �r )0,5 N e) o- o 5- "Z Approximate Construction Start Date: S- Z 7- oS Approximate Construction Completion Date: i Z - 08' Estimated Construction Cost: $ 9 (o$ 39 9 , �� 1" I a7 6 $ 2 Estimated Construction Cost shall include the removal of all obstructionsi materials, and debris, back -filling, compaction and -placing permanent: resurfacing and or replacing improvements Contact Name: �4,41 Phone Number: -760 773 - iz'73 Name of Applicant/Owner: er7s&v"vwex I.AFv(c tL Applicant Address: 3"q -000 Bbe, pmpc ,oz. 24wo, Gltt CA gzZ-V Applicant Telephone Number: -7t'� -�73 - f�3 Name of Contractor: W D i— G6rvs cu e-rt &Q Contractor Address: �A o-7S e-L p4CM6D . :Potm -�,gm-r-, GA gzzt',O Contractor Telephone Number: `l GO G74 - I SS 3 Contractor State License Number: — (41 t -S-7 Contractor City Business License Number: W q lo(o A COPY OF TIIE CURRENT INSURANCE CERTIFICATE MUST 'BE PROVIDED - � licant or Contractor General Liability Insurance Company: IKMMST*m Fri 4 Cas . Applicant or Contractor General Liability Insurance Policy Number: S v-L too I zZp Uf6e Use Only:. Inspection Fee: . *3 19 F I Pcanit Fee:' Deposit: I D O v Deposit: Dust Control Deposit: Credit "-Amount------. _ TOTAL FEE DUE: * 3 3 D Op Office Use Only: Assigned Permit Number: Approval Date: J Expiration Date: Issue Date: - -Administrative--Authority:---- 2 1 Zood ��0(,,�032: (o6 0 CITY OF LA PUINT•A t• ' _ PUBLIC WORKS DEPARTMENT ` ENGINEERING DIVISION 78495 Calle Tampico - P.0_ Box:1504 6 La Quints; California 92247-1504, •• OF T1 Phone: 760.777.7075 • Fax: 760.777.7155 .. , PRE 'CONSTRUCTION MEETING ATTENDANCE -FORM , Project Name: ►a f4oWE-ve 4k4GVLA-T 9-Y' `G4,aC "L��e, a x �I tie p8 - Date: Project ID: P� I CI 10 c SDP 266`7- 8a 7 _.vo o.w• Time: Type of Imp.: ' P►2L c I5 E ` .. CA 2n-Qin-� / P4t/rIl C- ''En� .Permit #: f� e_$' � � C tpq,�i" � � g��.�e �"'y ••,- �, ��Z.�' =G3�-S � � -a2 � � �3'.�-�v,�,.. � '��... {,�,.,�§'a''�iT�6 .j�''y��1. _., I'k� 1 ,��sTe_lep�hone�No�-��r.;e� �YwS •� �n-ic v1rh+.Gk'�t���'�C�v) eki:Ys'�L�1 •L�$Gts ;w4d�'3��V�����Si ��� i ',.$ i' 3§#eFa t.0t�ua�?'�n+3, 3i.. vj 100 604 --t5 j 2. S wt'3 mftmt'�. w L-.. c c.-rru> von '-7�,0 3 ` (%lZt�G, Ll//�1i�lj 4 . 4c�t=�1 Zli LZQ G� r_Q 2Z S-2 -7 a _ 6 1 7. 9 .10 12 13. .. 15 16 y 18 i T:\STAFF\Valenzuela\Engineering Services\Pre-Con_Attendance Form.doc' r angelica Zarco s s- ' ^ Subject: EISENHOWER AMBULATORY CARECENTER - PRECISE GRADING PRE=CON' , E " Location: Courtyard Conference room , Start: Wed 5/28/2008'9:00 AM- + ' End: Wed 5/28/2008 10^OQ AM Recurrence: ,(none); P iwl T ' QjOS I - F IF uc- t 0-T s /4fj'C6�4' !'CiA , r CzFfc L KSTpa. #%A P t �, ~ r r `'. �, x,'`_� ^••." ,�` .j s. A-�• ! tra r t 7 - y •4 fix. s- ,� R. s '� .. l .. �^ 9 ems. ,. - { •err .• { , � .. sbf , _ ''yk-r , � +` iM • � �;1 �_ x .. �� } :i,•t.^ it Tr. r 't,. =x. .. .9 } t3 :: fir.` �•,°, ' �. � t. �: � k°« -� " -♦ •.s i' r I - w"m . CON$IJLTING' : "Eisenhower Ambulatory Care Center i ,Y Construction Cost Estimate t "} $`♦ �. ` _ For -Earthworks =. Parcels'6 8 7 of Parcel Map 31116 t . r , SDP 2'007-887' A« #t«♦ 1 fi May,15, 2008� ` 'Cut (CY) FIII (CY) . Total Volume Moved f Unit Cost Cost . W 'Raw;Ecavattond t=,�7;183Y: ,�' w+ y .'� � e ?i.; 8�72�A: - > V o ' iY 9¢'�¢425555 + �er9Ms..,,� `-.T-i u. hP., . t ,-a� 142a;�:C`'�� Jr�r:N R• }� {,$87�,2.70�333,r - ' Over Excavation 21 128 21 128: 21 128 $3 42 $72 152.12 - �wed ' �'� s �Fc tEb'+.k �7>.'� �'u�'f ��, Total �.�:�.�.���♦� �3==1v 'Rex, - �♦ 2;,' ` ��"'�� RR, ^.+:i �.��.t�28,31�1�,,,��;'�, �r. t di ��. rt.:- i. 'S - °� �x �.:�� 3�,'�OOa�, �� _ - � � .` . a` r, r�?d� ' � `� �'E Ise r•. �. ' x ^�,?�'•5 .� �;•�v , �, I� A'�:�:. {"� r x •�?:tom. + >> #�N/A�� ,' - t i �u,�' .. t ,.q a �° �� f....� �F .�•.a `W �i, -N/A �,�±5 .:i „ +Y.'3 .a+�F9:F „fN/Ar ,+�&, -rti`e.�& u�" a....'_��"t�i:il,li� s� i' �' . i. .i.d n..,. ifi'7�P P , " Net Import . N/A _ 11,189' ;� 11,.189'.. $3.42 m. $38 2t0:44 Total Volume. Moved 57,872TtaLCo�.',1 k�. ' .l X� '11 FE OTT . a Exp. 9/30/ O� r • O F F CA ' . David S. Wilson;: P.E. Assistanf Project Manager e I+ • wt • ~sit �}- ; J - - � a v _ a. •.r'•, '. PLANNING'.®' DESIGN. ®"`CONSTRUCTION S + >` q 14725 Alton Parkway, Irvine, CA 92618-2027=a P.O.. Box 57057, Irvine;. CA 92619-7057 ■ 949.472.3505 ■,FA_ X 949.472A373 !, '- • Officesrlocated throughout California, Arizona & Nevada www RBF.com '. •�'� � � . fix` �" 4 y= � ' '�� -""' � M;� , p • F ~ 4 -"{ S •:F '''.: -4 {' 4 �;, a .} t E r .k. a .• T ! y-`, �' • �• Y . J fi '- ".-r• AF } !., 4 . Y 0 .;R..0 r .x,� '` 4 i. - ,s x .. i ` •Construction Notes 1i Construct & curb-only:per'City of La Quinta'standard:drawing No. 210 �' . '` ..y,, $73;'786:88f 2 Construct.4.5' A.C. over 51S" crushed aggregate base" i k r' k $78,097.591 „ ,i', , ,,. f3 Construct 6„ P C G; over 4 crushed aggregate base stamping and colorper Architecra tul plans and spec i otions y r a fr". $93;960.75� ' z _ p " y 4 Construct 4".sli resistant' mediuie' ( salt fmish or approved equal)icoricrete�sidewalRµcper�Cityof La x ym ` Quinta'`.standard:drawing" No.240 (modified) mping and color�per Landscape Arcfiitet!s plan and ;• Sta , . �# ;>}9. ` specifications `:�. : �3t '°x :z, •L - ,�.a' �, $37;456.95 %F, f , 5 Install accessible parking space`'signage and surface identification marking",per.2001 C B:C section ";1r1096..4 and:figures'116=2B:and,116=26 * `r $2,70000;, n ~6 Co,nsfructgutter depression for curb opening catch basin. (cas'e " C') per City of.' La Qumta,standard i , 1 « k'• 4 7 1 l y . ,drawing.No.330 ,$937:50 �• 7 Install armor -tile truncated domesYor approved equal per 2001 C.B:C section 11:336 8:3 and detail ' , , ;;on 2, color -yellow (Federal',dolor. No.33538:)Staggered;patternR, ' ` r s y $13,639.50: sheet 4 .\: � .. � y '�Li f y'' i'':h "�. ', '� . ♦' .} . a t•' L' f � � :• •1 h Construct�4' wide P C C galley gutter per detail'shown on sheet 2 i. a $73;052:25.,�„ z ,. ,. , ' •�'/ _� i.•' .'. 1 ;.. xJ r) .{, ..` '`i 9 Construct.cross gutter per.City of:*La Quinta standard dwg No: 230.4 '° t *"ti { $12,54015 .10 Cohstructaccessible ramp per''detail on sheet 2. ^ ! + :� "$6 562.50 ,r Aa M-, 11,.' Raise/lower existing storm drain or sewer manholdto finished grade,elevation as noted ` a 12 Existing cross gutter to remain: where'shown. Remove and, replace existing spandrels curb return A C:Csidewalk, ands portion of cross -gutter as needed Maintain flowline grade.,, �' r � :_ '; � '17. � 3 . � I .. P Jr i i' , • . ..� 1 ! ,$3,041.3a" I A J e � Y a n,.. 13 InstallFparking"canopy with Greenscreen Column Trellis per, separate plan/permit,and detail on, ' t Building` Permit .� 144 Construct.6 P C:C Stamping and color per Architectural plans`'and specifications $17.7,562.3.1 !` wblkway ,+}` -15x Const�uct-3 over4.5" crushed..aggregate base.. x . *-: ' Y $78,097.59 .A.C: J ei� - '•-r•:�` .c .. � �, j ; ' ;� t ; t a� fT i" • f `t '.IiY- h_ .; �(•!, �- ` f' « �.l •.S' ' St" y < {rM1 .tip ty' '. - nf•'.. •` c ` . ". °� 4 "` j 1' <` •f � ST � ..r+i ,�+ �i -_ ['t.. i ep .. ! " F`• _ L ,�" « f: � (, ✓ - l . Q � .�. f „h,. 4. t . � 1, _ l , 4. 16. Construct 1 foot concrete step -out per detail on sheet 2 17. Construct 6" curb and gutter per City of La Quirita standard dwg No. 201 18. Construct curb ramp (Case "A") per City of La Quinta standard dwg No. 250 19. Construct keystone retaining wall per separate plan and permit 20. Install 24"x24" cast iron grate per detail on sheet 2 (nds or approved equal). 21. Paint 4" wide, double white stripe for the parking stalls per detail on sheet 2 22. Install blue reflective pavement marker 23. Construct water feature per Landscape Architects plans and specifications 24. Construct 4' wheel stop per detail on sheet 2 25. Install pipe bollard per detail on sheet 3. Color per Architectural plans and specifications. 26. Construct curb ramp with grooved border per detail on sheet 2 27. Paint 5' wide crosswalk with 4" stripes angled at.45 degrees and 36" on center 28. Connect to 4" roof drain per separate plan and permit 29. Connect to 6" roof drain per separate plan and permit 30. Install 4" PVC storm.drain pipe (schedule 40) or approved equal 31. Install 6" HDPE storm drain pipe (ADS #0665-0020'IB or approved equal) 32. Install 12" HDPE storm drain pipe. (ADS #1265-0020'IB or approved equal) 33. Install 18" z4" tee.'(ADS or approved equal) 34. Install junction structure No. 1 per RCFC 35. Install 24" drain basin traffic rated. (ADS or approved.equal) 36. Install 18"x25' radius connection point per (ADS or approved equal) 37. Install disabled parking sign per California Accessibility Reference Manual, figure 1, section 18 38. Install disable parking sign per California Accessibility Reference Manual, figure 3, section 18 39. Install 24" HDPE storm drain pipe. (ADS or approved equal) 40. Install 24"x25' radius connection point per (ADS or approved equal) $4, 828.50 $25,162.31 $1,695.00 Building Permit $3,531.00 $874.69 $187.50 $37,500.00 $562.50 $6,277.50 $6,300.00 $880.20 Building, Permit Building Permit $12,678.75 $4,053.75 $720.75 $543.75 $1,875.00 $3,531.00 $980.25 $150.00 $150.00. $23,226.30 $1,575.00 41. Install PIV and FDC assembly 42. Install 4"-45 degree bend. (ADS or approved equal) 43. Install 4"x4" -45 degree WYE. (ADS or approved equal) 44. Install 6" -45 degree bend. (ADS or approved equal) 45. Install 6"x4" -45 degree WYE (ADS or approved equal) 46. Install 2" domestic water line 47. Install 24"x4" -45 degree WYE (ADS or approve equal) 48. Install 6" water fire line 49. Install 8" -45 degree bend (ADS or approved equal) 50. Install 24"x6" -45 degree WYE (ADS or approved equal) i 51. Construct curb inlet catch basin per City of La Quinta standard dwg No. 300 ' 52. Install 18" HDPE storm drain pipe. (ADS #1865-002U IB or approved equal) 53. Install 8" HDPE storm drain pipe (ADS #1865-00200". IB or approved equal) 54. Install 8"x4" -45 degree WYE (ADS or approved equal.) 55. Install 8"x6" -45 degree WYE (ADS or approved equal) 56. Install 8" end cap. (ADS #1201AN65B or approved equal) 57. Install storm drain clean out per detail on sheet 2 (ADS or approved equal) 58. Install 24"x8" -45 degree WYE (ADS or approved equal) 59. Install 6" sewer cleanout $4,605.00 $210.00 $33.75 $48.75 $191.25 $2,610.00 $56.25 $3;022.50 $33.75 $75.00 $24,090.00 $4, 397.25 $8,365.50 $191.25 $33.75 $37.50 - .$11,268.75 $93.75 $468.75 60. Install 6" sewer lateral $1,331.25 61. Construct a 2' wide with 1:1 side slopes V-channel. Shotcrete or approved equal. $6,323.63 62. Construct 10' curb transition per detail on sheet 2 $1,742.25 63. Install unauthorized parking signage per California Reference Accessibility Manual, figure 4,` section 18 $300.00 64. Install light bollard per detail on sheet 3..Color per Architectural plans and specifications Building Permit 65. Install 6"x25' radius connection point per (ADS or approved equal) $825.00 0 66. Install junction structure No4 case 2 per RCFC and detail on sheet 9 $1,875.00 67. Install R1-1 sign(s) 30"x3O" on metal post per City of La Quinta and MUTCD California supplement $2,887.50 68. Install limit line and stop legend per City of La Quinta typical layout two lane street detail $1,012.50 69. Install 4" yellow striped centerline per figure 3A-101 detail 1 on MUTCD California supplement $64.20 70. Install 4" double yellow line per figure 3A-104 detail 21 on MUTCD California supplement $486.60 Grand Total $ 868,399.72 11 YARIES� f21 MICA TO EXISTING��1 21 I-ol k" 13 �100 \/ . VARIES 4' PEDESTRIAR fRUARORAEL ' A i8' CFG r 4 V4 M VARIES ROAD I I-' RETAINING WALL PER SEPARATE FLAN APO PERMIT. TION 2 N15 PROS F W.5.-73.00 0 YR W.S.-64,15 R SLOPE PROTECTION PLAN Y MSA CONSLLTING) 12' R/W 20' PA` 0' CLTG ' 10' TRANSITION LFM;TN 8- OIfB . _BACK OF CURB MT SECTION EXPANSION .DINT ! . a AMyTTTi 1;. 18' SQ. X 4' THIIX - . __. COiSiTE PAD ` INISSED TRACE -4' PIPE 45' ELBOW F REDUCER, IF REO' ' 45' WYE SEE PLAN FOR SIZE 45' OR _-C�____ _4:- PIPE STATION! INN. ELEV. SEE PLAN STORM DRAIN (;LFANKIT DETAIL PITS I LANDSCAPE ! VA WROCiiT KRCNN i BRATS INLET - AREA DRAIN ' l « LOCAL DEPRESSION DETAIL FOR GRATED INLET 014 Y I HIS O 4 JZ 1 Y'Jryt 3r4- ' CUSS 2 N01E: OROCIAD BORER `---EXISTING 4: 1 ROPE 1A, , SaEO;NED: AS 94M (. sz. GROOVED BORDER DETAIL Pi ON RAN) M.iT BE ON TEE BE OR RE lEfil 9F3Af,E Al D{ NOSURFACE C y PLANTING 12PAL 20- VARIES . _7Y,!y'• r,`1 T LANDSCAPE i 0' CUB 0' GRB j L,*! , EASEMENTi ! FACEF n N *' f r, 0' CURBVARYING 8"ACE FROM 8'TO FACE �22 MAX EACH WAY ! i IF CURB 0' FOR LANDING W y1,y 'ELUDED AREA OF RAW MST HAVE. aGjj I ! DETECTAFA.E 1rARNING SLW-ACE *DEN S.FiFACE l 3•AD Y SLOPES ARE BELI111 6.6E%. NDTr, F1N!SIfO'.rWA(E O• RALP WS't CCNiRAST FROM .� ADJACENT SIC"ALK PITH BROM FINISH OR EOJA_. ACCESSIBLE RA �2 j� NISt� Js NR 4' LEVEL 2' 2• LINE 11 YIN. m 1• 1% YIN. NOTE: GROOVED BGTJER WST 314- BE ON TY L^121 .SlXRFACE AT ,NC TOP OF T!f. RAP.-':1"") ': •• • .:. .r i •. •:: . FLUSH TRANSI T ICJ BETWEEN GP.OTVM BORDER DETAIL WITH 1/2/4BEVEL GRAM4.17% AC PAVE3QNT AOEGAIE BASE m ,CURB OR PIED RAMPS AAA'-, VEHICULAR OR PED PATHS ` f5 aPE ?: 10 MAX. d' P.C-C YAf i FY GUTTER HTS YIN, 8' 0 ! .q� PAvEKENT BACK O V_. CURS Cf 8' cuG `9�M 4�4 •:: * ram' / 1 FOR STEP-dlPAIXJIG SEAOS •') MIA, P WL:: 91ALT0 NEA OF RA6F MUST HMVE -•-PASS S CETECtAELE WAING SWAT MfN SMACE *SLOES .Aw- BLOW 6.GA.- FI.R19f.D SUSACC IFPARE MST CJNNUST fTRCW -----FACE ff 8' NG OJACNT SIOil1ALF, 111H BOO.Ai FINISH OR E-3 Ak.- CURB RAMP WITH GROOVED BORDER HSS UV_Vr-- i•G aV"S R :SOUS' rsa r.A:•+sr.R wrs�Rrc Trasr ru s eft .rr Br ,aLSPOAsmr i • STEP -OUT fop, CA A AXE AO?. iA4✓RAS'Iib UAWCrS M 0.R VSfS OF i,ESr PK $ Ail :hV.'SS !O !Y:• HIS A,w W r aC AY ww" AAD wAr Br A'Fwn or Off p.qv Vh'8 a :MSf AAAS TM?pRTANl' .NG7?CE.' BASIS OF BEARNGS: BENCHMARK _i I C4LL CL7''JFr YOU R'C 41 lAOTOT[w L�ZT9 vl+a uM a of a+cww m j=w AGpfd kII, OX'SC'1PTM- eRA7u ACM' .C•F.COAA"RI,O fH1-3-IW F.IF.v, 11658' Q1T1: It." AT BASH ON THE MfSTRLY TINE. ELF RiC 84DeAA.lftw m Iff v. a N 500 TwEAST OUARIER OF SECTION I9 AS LOCATION: 1' I.P. VA7H CSXIf TAO In V oc w v R *A C lMkLADA AT 4 SHDTN 0T4 HEDGED SURVEY FR.ED In LION. VF_LL AT THE INTER«CT (X: OF IM me,a:_d1'AAmY KA mw Ali9"M M6 B00%( Kam. PACE 32 .YEN .L MILES AVENUE .AND WASHiNG70N STREET AG4:AY,WMM 9-RO r CFRT B•?�JNID 44 Nl7:JO.TJ TOR: RHOS r-R.OD-1v...16p0 AZ& OXLHU'4VOXM OH ALTO- :H BT uA(., UESLW'TM.n ik'O 410H.11NG PAY-5 BEING: N 00'17'55" W BEFCRB YOU DIC fxmu.R I REVISIONS B CLASS r CONCRETE A.801 Ox FT./LF. I OU M . IL80 Ef AWfMAM PO WSSSE GRACE DSO% MODIFIED CiTY OF LA QUINTA STD #201 FOR USE AT PEDESTRIAN CROSSINGS. NIS 8X8 IS. TYP. 1' TRIM BAND • TOP- t BOTTOM or CO LNN TRFILIS. 7YP. 3' THICK 9dDt1--- $ COLM TR11IS d CUOUI7 FOR LIGHT FIXTURE- OWING CLIPS M/SC F a 7APPDG SCREW 100.02)- CLIPS PER IA. (4) • TOP. (4) 9 BOTTOM (4) W MIDDLE FINISHED 1g' MINTED STEEL P00 i it TURNEUTQE 17' STANDING SEW BOO i ' SLOT W �8. OVER DOGMAS GYM -'j M rl" CELL m1AJR 3 NUDES" DW( III MIXIID STES ED. 1' 1- I I ED. i I'r --„4• CAP TYP, SMI/4 IS. TYP. • }7' ihim(T,1TYP. 1- 4 IBIT FIXTURE 6X4XI/4 75 �lOK0K1/115 l r--EEYOO___�. '-'TAPERED 15-ME a f!A to DSOWE PER N OUTILIIRAL.PLAN AND PERMIT PARKING DETAIL CURB TRANSITION DETAIL ONSTRUCTION NOTES AND QTY. ESTIMATES UNIT OTY. UNIT GTY.. Nrs 1 21W�b'TSa1CT 8• nRe ONLY PER CITY OF LA QUINTA STANDARD DRAWING NO. ^ LF 9782 3+ INSTALL .UNCTION STR UCTIfE NO. 1 PER RFC. l EA 2 9' 2 COSTRUUCT 4.5• A.C. OVER 5.6' CRU9fD BASE. /' SF 28.485 3S INSTALL 24• CRAIN BASIN TRAFFIC RATED. (ADS OR APPROVED ERSAL), EA 4 3 GREGAAGGREGATE COSTTAICT 8' P.C.C. OVER 4' tRi9m AGOiES11TE BASE STAMPING ANON COLOR PER ARCHITECTURAL PLVS AND SPECIFICATIONS. / 9" 38, 145 INST IS- X 25• RADIUS CONNECTION POINT PER (ADS OR APPROVED Oe E UA EA 2 t CONSTRUCT 4' SLIP RESISTANT (MEDIUM SALT FINISH OR APPROVED EQUAL) S$IDEWALK PER CITY CF LA QUIMA STA DAB DRAWING NO. 240 NmIFIED). STAMPING AND COLOR PER LANDSCAPE ARCHITECT'S ELAN APO IFICA D S. SF 14, 889 INSTALL DISABLED PARKING SIGN PER CALIFIiMA ACCESSMUUTY I.ETERIDIE WMIAL, FI0.WE 1. SECTION 18. EA 15 38 INSTALL DISABLED PARKING SIGN PER CALIFORNIA ACCESSIBILITY RUERE]$ MANUAL, FIGURE 3. SECTION 18. / G 3 1.4• 5 INSTALL ACCE.SSLEIE FARKUG SPACE S191fI(;E AND .SURFACE IDENTIFICATION 11ID-28 F'F]R 2001 C.B.C. SECTION 17(198.4. AND FIGURES ttB-28 AMO / FA 18 INSTAL 24. 1�{ STOOI.OUIN PIPE. 4ADS Nit APPROVED EQUAL), oe IF 594 - 40 AL EOI� ). 24- X 25' RADIUS CONNECTION POINT FHA (ADS OR APPROVE / EA 10 8 CONSTRUCT GUTTER DEPRESSION FOR CLRB OPENING CATCH BASIN (CASE 'C') PER CITY OF LA QUINTA STANDARD DWG. ND. 330. / EA 5 41 INSTALL P1V NO FDC ASSEMBLY / EA 1 _ 1• INSTALL ARMOR -TILE CAST IN PUCE TRUNCATED DOES OR APPROVE COLLAR PER 2001 C.B.0 SECTION 11338.8.E jA1� DETAIL ON SHEET 2. CO.OR�YEL.LOW FEIE'RAL COLOR 10.33'.S3W.) IN -LINE PATTERN. EA 10 INSTALL 4' - 45 ' tE20. (SCHEDULE 40) ON APPROVE Et011A1.. / EA 10 INSTALL 4' X 4' - 45' WYE. (ADS OR APPROVE EQUAL). EA 2 8 CONSTRUCT 4' WIDE P.C.C. VALLEY GUTTER PER DETAIL BMW ON SEER 2 LF 3,790 14 INSTALL 0- - 48' BOO. (ADS OR APPROVED EQUAL). EA I RKING STALL STRIPING DETAIL -�T 9 C067RU;T OtOSS GUTTER PER CITY CE LA QUINTA STANDARD M. NO. 23D-. SF 2.654 INSTALL 8• X 4- - 45- WYE. (ADS OR APPROVED EQUAL). / EA 1 10 CONSTT/R�UCITpACCESSIBLE RAID PER DETAIL 'ON SHEET 2. / EA 28 NB tMTALL 2' DOESTIC WATER LINE If 119 TAPERED 'DOES }..,�_rBHERE E%K'OYD SECI NOR A -A � 11 ELEVATION ASEXXI�NG STORM GRAIN OR SETER M MOLE TO FINISHED GRACE / EA 5 INSTALL 24' X 4' - 45' WYE_ (ADS OR APPROVED E•gNL). � EA S 18 INSTALL 8• WATER FIRE LINE LF 120 12 13 EXISTING CROSS -GLITTER TO REMAIN WHERE SHOWN. P£AIDVE it REPLACE EXISTING SPAHOEIS GAS RETURN A.C.. SIDEWALK, AND PORTION OF ON055-G7fTEA AS WtD95. MAINTAIN FLOWLINE GRADE. / INSTµµ11 PARKING CM40PY WITH Gi@6�N COLUN TRELLIS PER SEPARATE R.AN/PETdfIT ANON DETAIL ON SHEET 2. / SF EA 5,79E 43 49 INSTALL 8• - 4S' EETD. (ADS OR APPRROVED COLLAR). EA 4 SO INSTALL 24' X 8' - 46- WYE. (ADS OR APPROVED EQUAL). EA 1 S 6TRucT CUES INLET CATCH BASIN PER CITY OF LA QUINTA SID. D. COWG N0. EA 5 O O 3(xl / 14� CONSTRUCT 6- P.C.C. WALIOAY. STAMPING AND COLOR PER ARCHITECTURAL PLANS AND PLAASPECIFICATIONS. / SF 21,788 INSTµ1 IS- HOPE STCRM CRAIN PIPE. (ADS /1866-002D'I8 OR APPROVED E17OJALµ)1 LF 143 %!CTj(NNN A O 15 CNSTRRUCT 3- A.C. OVER 4.5- CRUDED AGERWATE BASE. / SF 143.12E ss 8- HOPE STORM CRAIN PIPE. (ADS fO865-0, OR APPROVED/ SCALAR)• LF 468 ^ 18 CONSTRUCT 1 FOOT CONCRETE STEP -OUT PER DETAIL ON SHEET 2. EA . ' I I t 2,35• _ . APAR A'T4_Y.• 7'OP .9' TRUNCATED AS BASE NTS PLACEWn STOP PER PLAN ON PARKING STALLS. ' 1 r 1 ' 1/2• R . 17 18 CONSTRUCT 0' CUB AND GUTTER PER CITY OF LA OEINTA STD. DRAWING NO. 201. / OWSTRKJCT CUB RAMP (CASE 'A•) PER CITY OF LA QUINTA STANDASRD DRAWING NO. 250. LF EA 2351 2 54 .INSTALL 8• X 4- - 45- WYE. (ADS OR APPROVE EQUAL). 'EA 4 53 INSTALL 8• % III- - 46' BYE. (A06 OR APPROVED SCALAR). EA i INSTALL 8' ETD CAP. (ADS /12.01ANSS9 OR APPROVED EYUAAL). ooO�EA 1 t9 CONiTM= KEYSTONE RETAINING WALL PER SEPARATE PLAN NO PERMIT. / LF 840 INSTALL 9.1.061 rIN CLEAN OUT PER DETAIL ON SHEET 2. (ADS OR 'oo, EA 26 APPROVED INSTALL 2Ea�2�' CAST IRON ORATE PER [STAIR ON BEET 2. (NOS ON FA 4 58 INSTALL 24- X 8' - 45' WYE. (ADS OR APPROVE EQUAL). EA 2 2 ON NT 4• WIDE. OOL.6LE MITE STRIPE FOR THE PARKINS STALLS PER DETAIL / ON STET 2. _ EA 300 59 INSTALL 8' SEIM CLEANOU T FA 2 INSTALL'S' SEWER LATERAL CONSTRUCT A 2' WIDE WITH 1: 1 SIDE SLOPES Y-d ANNO_ SpTOiEOtIE APPROVED EQUAL. lF LF 184 W5 IH..TiALL BLUE REFLECTIVE PAVEMENT MAIBOA. e CONSTRUCT WATER 'S PLANS AND SPECIFICATIONS PEA SEIiAAIE iFJOIIT AID E1 EA 4 1 8 ONSTyCT 10' CRAB TRANSITION PER DETAIL ON SECT 2. EA 2 COIGTiBJCT 4' WHEEL STOP PER DETAIL 2. EA 18 BT INSTALL UNAUTHORIZED PARKING SIGNASE PER CALIFONIA REFERENCEEA ACCESSIBILITY MANUAL, FIGURE 4, SECTION 18. 2 28 INSTALL PIPE BOLLARD PER DETAIL ON SHEET 3. COLOR PER ARCHITECTURAL PWS AND SPF.CIFIGICNS. / CONSTRUCT` QiB RAW WITH HtOOVED BOARDER FETt DETAIL ON SHEET 2 . � EA EA 17 1♦ M INSTALL LIGHT BOLLARD PER DETAIL ON BEET 34OR APPROVE EQUAL). CCLOR.PER ACHITECTULtL PLANS AND SPECMCA OS. EA19 14 STEEL DOWELS O/C DRILL It GROUT DONELS WITH I: 1 MIN CEMENT t SAND moor PAINT 5' WIDE CROSSWALK WITH 4' STRIPES AGUE AT 45 DECREES AND 36' ON ENTER. / EA 12 INSTALL 6' X 25' RADIUS CCA ECTION POINT PER (ADS OR APPROVED MW G I CONNECT TO 4' ROOF GRAIN PER SEPARATE PLAN AND PlOWTG_ / EA 12 SE INSTALL SANCTION STftISCTUIE NO. 4 CASE 2 PER RCFC AND DETAIL ON SAT 9. EA 1 CONNECT TO 6' ROW DRAIN PER SEPARATE PLAN AND PERMIT.C- EA 3 311 INSTALL 4" PVC STORM GRAIN PIPE (SCHEDULE 40) OR APPROVED EY[N. LF 767 1% COTc. ' 31 [ASS'µ. 8' HOPE STOW ORATN PIPE. (ADS /0085-0020'I8 OR APPROVED IT 236 Rlfi MY..N. i3J SLOPE.I INSTALL 12- HOPE STORY GRAIN PIPE. (ADS /1265-002O'IB OR APPROVED l LF 31 EDWL E ER UTASf SS/VFi INSTALL 18' X 4' TEE. (ADS OR APPROVIAI). EA 8 _ JUNTA ' M. TONE Plan SB1 NO, I • �. CITII ,.�\ • WANiNWS SHOWN ARE ESTL1A7F5 OAN Y OOII7RA[`TM R .a'mrMKvaK C �Q /J� % INSTALL Rl-1 SIGN(S) 30' X 30' ON METAL POST PER CITY OF LA QUINT AND MMETm CALIFORNIA SUPPLEMNT.3ALAL. EA 15 SE INSTALL LIMIT LINE STOP LEGEND PER CITY OF LA QUANTA TYPICAL / LAYOUT TWO LANE STREET NAIL. FJ, 15 INSTAL 4' YELLOW STRIPED IiME)ILINE PER FIGURE 3A-101 DETAIL 1 ON IUlTtA CALIFORNIA SUPPLEMENT. LF 864 INSTALL 4. 000BLE YELLOW LINE,PEA FIGURE 3A-104 DETAIL 21 ON MUTCDD CALIFO3NIA SLf"MEl4T. LF 107 CONSTRICT 0• CURB IF 198 INSTALL IN•LINE GUST IN PL.4E DOES PER PENDING CITY ENGINEER CLAM RAMP ROW POLICY FOR TRUNCATED DOMES. EA 4 CONSTRUCT 8' CLEM AND GJITEA PER 1CDIFIE CE CITY LA QUINTA SID 0201 FOR USE AT PEDESTRIAN CROSSINGS DETAIL ON BEET 2. LF 55 •` a OLD`" FOR YACNO HWS/HER OWN MIIWAtES FOR BO AMOtSES '.• ^- -.-. P ««,« F -. ... . ....r...- )+-= cougiSY Ky,B ONWAE BIAre Y01 PAW DEGERT, APOOIYtAC720D 189 C 0 N S3 U LT I N O 7NIo-xo-7m. PAx Teoa4emn • ..rAeFcpA 1 r�� I DESIGN BY: APPROVED OY: CITY (N' LA W!N1A - ��• - - s jp�Ae •O1HY R SON. P.C. PUBLIC riORNS DIRECTOR - CITY ENGINEER R.C.E. A bTATE a Ul1FORNU � S H. E E T a 2 2, o,- . S.EE15 ti _ - -- MAIN O£OGD e..: 05" --- SCALE: A S NOTED PRECISE GRADING AND PAVING PLANS EISENHOWER AMBULATORY CARE CENTER SDP NO. NOTES AND allNfM( .i - TS(NR OUANiITffS fIETALS BEING A DIVISION OF NOTES OF THE. S0.'iN :.:US O' 9:C11OJ 19, T4YfA,IP _ R. OAT[ DArN AxREL 2008 WI - ^' IFc v; WE. , 03R6iG-B�1^.DWG a OeY eAr: ____...._............___ ri.R!}It g'SCUtH, RANI 7 EAST S.S.B.t M. .--_....._....._.__...... _...._ O S DAVID S. NILSON R" M343 • EW. W-AI-EGOS 20/00846 45843 EXP, 12-3: -2008 rc«: EISENHOWER MEDICAL CENTER Lc NO.: :f City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8051 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 (%") 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. ❑ Rio 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 ) r '® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 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 ( 3 ) 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.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr In addition to the standard permit conditions, the following shall apply: 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. Eisenhower Medical Center (Ali Tourkaman) and WDL Construction (Shawn Martin), 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (le any 4 lane street) before 8:30 a.m. nor after 4:30 p.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. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. Special Conditions Page I ol'8 PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 8. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal- location relative to building corner and the elevation of the top of hub next to the lath. 9. Building areas should be overexcavated to a depth of at least X feet (per plans) below existing grade or X foot (per plans) below the bottom of the footings, whichever is deeper. The exposed surface should be scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once deleterious materials are removed, the native material may be placed as controlled compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the City Engineer prior to the construction of the deviations. 10. 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. 11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. Any land on which Williamson Act contracts apply shall remain undisturbed. 13. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 14. WDL Construction (Shawn Martin), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading pen -nit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 8 PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. I Incorporated, dated November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.gov/HTM/2003r1/part6/part6-toc.htm and http://www.dot.ca. Jov/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 16. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at l-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 liries, electrical conduits, and storm drain facilities. 17. 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. 18. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. 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 II at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future.repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. Special Conditions Page 3 of 8 PERMIT NO.8051 Eisenhower. Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 19. 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 II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. 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. 20. 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. 21. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 22. 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 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 24. 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. 25. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 6 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. Special Conditions Page 4 of 8 N PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 27. 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 II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 28. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 29. The permittee has been found to be entitled to pay only direct expenses incurred by the City while administering tasks related to the permit, in lieu of paying the standard encroachment permit fee adopted by the City Council. City staff and its contract staff will maintain monthly time and material ledgers of expenses incurred, and the City will invoice the Permittee on a monthly basis for the accrued cost. The "T&M" note, and the "TBD" note, that appear in the "FEE" section on the face of the permit form, respectively mean "Time and Material" and "To Be Documented" and is a reference to the direct expense method defined in the'previous paragraph. 30.' The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 31. 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. - 32. As shown on the sketch to the left, a minimum distance of 18 feet between the surface and power lines must be kept at all time. Special Conditions Page 5 of 8 PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr 33. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except.that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. Special Conditions Page 6 of 8 PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr H. All costs incurred due to the conditions above shall be borne by the Penmittee. Copies of all test results shall be furnished to the City Inspector. 34. 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. 35. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 36. Access and egress to all local properties shall be maintained at all times. 37. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be .installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'/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-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. Special Conditions Page 7 of 8 PERMIT NO.8051 Eisenhower Ambulatory Care Center/ Precise Grading & Paving /SDP 2007-887; Washington St and Seeley Dr For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. 'Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directedby 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. 38. 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. 39. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 40. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 41. 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. 42. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 8 of 8