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BLCK (13-0526)4 P.O. BOX 1504 �VOICE 760 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 5/06/13 Application Number: 13-00000526 Owner: Property Address: 52070 AVENIDA MENDOZA CT PROPERTIES APN: 773-233-004-19. -000000- 3194 AIRPORT LOOP DR C-2 Application description: WALL/FENCE LA QUINTA, CA 92253 Property Zoning: COVE RESIDENTIAL (714) 327-1710 Application Valuation- 5880 D apt Contractor: Lrt1 Applicant: Architect or Engineer: CT PROPERTIES INC MAY 0 6 2013 3194 AIRPORT LOOP DRIVE, #C COSTA MESA, CA 92626 CITYOFIA Cr' (714)327-1710 FINANCE DEPT QUINTA Lic. No.: 930614 ------------------------------------------------------------------------------------------------- �. LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. I have and will maintain a certificate of consent to self-insure for workers' compensation, as provided LicenSe.Cla/ B / Li 930614 ( for Section 3700 of the Labor Code, for the Performance of the work for which this permit is f issued. . D Contra_ctr:ro_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER-BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 167794 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Co , I I forthwi h m I wit those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by P 9 any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 'kDa _Applma (_ ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE RKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner-builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not. apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_) I am exempt under Sec. , BAP.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. Date: Owner: 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the above information is correct. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.)• city and county ordinances and state laws relating to buil ing cons'truction, al hereby uthorize representatives of this ou to enter upon the above-mentione� per for pection pur ses. Lender's Name: , Signature (Applicant or Agentl: Lender's Address: // \ �� LQPERMIT Application Number . . . . . 13-00000526 Permit . . . WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 81.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 5880 Expiration Date 11/02/13 Qty Unit Charge Per Extension BASE FEE 45.00 4.00 9.0000 THOU BLDG 2,001-25,000 36.00 ---------------------------------------------------------------------------- Special Notes and Comments PERIMETER & COURTYARD BLOCKWALLS 31611HT X 26 LN FT; 5FT HT X 33 IN FT, 6 FT HT X 190 LN FT ALL TO ORCO STANDARDS APPROVED PER S.T. ---------=------------------------------------------------------------------ Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Permit Fee Total 81.00 Plan Check Total .00 Other Fee Total 1.00 Grand Total 82.00 LQPERMIT Paid Credited Due .00 .00 - 81.00 .00 .00 .00 .00 .00 1.00 .00 .00 82.00 f `t ORCO STANDARD 6' TO 8' CMU SITE WALLS OPTIONAL RAT CAP 7. L15E TYPE S MORTAR PROPORTIONED URSDYG ASTM C 270 PART DESIGN CRITERIA: PER THE 2010 CBC T DOWEL L61 CSVTER OF 1. ALLOWABLE SOIL 8644 MG PRt35 W = 1500 PSF oklu. 2. ALLOWABLE LATERAL PASSIVE PRESSURE - 150 PGF 3. GROUT SIRL3VM - 2000 PSI0 28 DAM 4. RFINIVRL7I4G STEEL : GRADE 60. S 1500 PSI MASONRY COMPRESSIONSTRBVGTH. 6816, 6616, OR 6618 CT 4U PLOW). WATER 57LAL1. BEADOED TO PRODRKF GOOD GROUT FLOW GROUTED ONLY @ VERT STEEL NOTE:; J. COMCRETF BLOCK SHALL CONFORN'TO A57M C 90. ?" DROP-IN l3AR Z CONCRETE FOR FOOTING SLCALL BE 1 PART C84ENT TO 2-1/2 PARTS SAND TO 3-112 PARTS GRA VEL WITH A MAXUMUM OF 1-112 GILLOM OF WATER PER SACK. PORTLAND C734ENT SHALL CXIM RM TO ASTM C 150 TYPE 1TM Fc a 2500 PSI 06 STD JOINT 3. RETNFORCIMG STEEL SHALL BE DEORKM AND OOWFOIRN TO REINfORCENIM @ 24OX ASTM A 615 GRADE 60. PROVIDE 48 BAR D14A EM LAP. (3 PLACES - 4 RACES FOR T 11. FIRST DWEC7ION TO SEAFTER FOOTING TRMCHES ARE USEIS SM, 4. RESTALL BE CENTERED IN TME CONCRETE BLOCK CELL IN FOR SU" BLOLBLOCKd8'WALLS). WIICTVITISLOC47w. NOTE PROME 04 DONE d S. LOAACREE BLOCK5HALL BE LAY® INA RLANNING BONG 04 DROP-IN BAR AT EAO/ PATTERN WITH VE RTICAL CONTIMITTYOF THE ml LAYO. SIDE OF CONTROr JOINTS; WALLS TO BE MORTAR WASHED OR STVOCO COATED. &VS OF WALLS AND @ WALL HEIGHT OUN(ES 6. ALL BLOCK CELLS CONTA/MNG VERTICAL RLBAR STALL BE SOLID GROUTW. S TO a4YUG r 8" , wr SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITU OF LA Qb 7. L15E TYPE S MORTAR PROPORTIONED URSDYG ASTM C 270 PART CE NSVT TO 112 PART UNE TO 4-V.PART 5 LAMP, - LOOSE SANO. T DOWEL L61 CSVTER OF oklu. 8. GROUT FOR COO CRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PAR TS SAND (GROUT MAY CONTAIN 1 PARTS "i PFA GRAVE IF WEATHER COMMONS ARE FiAVVRABLEAAD LTLOCK lA CBSTRl C TED CSL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT PLOW). WATER 57LAL1. BEADOED TO PRODRKF GOOD GROUT FLOW WTTHOUT SEGREGATION OF THE C0NS rUBVTS 9 BLOCK STEN MAY BE WET -SET 1-Vr INTO THE FOOTING WHILE SEE CHART THE COAKRETE15 FL4577C BLOMSTEM 14A BE PLACED TO EMIBR EDGE OF THE TRBYCH TYPE FOOTING 1Q FOOTING MUST BE POURED CMV OR INTO UNDISTURBED IW TINRAL SOIL OR QV COMPACTED RLL WM A MMIMLW 2 CO"CPACRON OF 9016. 11. FIRST DWEC7ION TO SEAFTER FOOTING TRMCHES ARE READY FOR COIKRETEAND ALL REQUIRED STEEL IS TIED IN PLACE SECOND XWEC'TION TO BE WHEN TIE REQUIRED VERTICIL IS IN PLACE AND THE BLOCK WALL I5 READY TO GROUT. I2. MAXWN CONTROL JOWT SPACING 40.OX XY O/C FOR t9 HORZ. CONT. WALLS TO BE MORTAR WASHED OR STVOCO COATED. S TO a4YUG r 8" , wr SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITU OF LA Qb ni CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX. V TRENCH DESIGN WALL FOOTING 'X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH #4@ 40' 0/C #4 @ 40' 0/C U U 6'-0' 2'-0 ID+11-9" 36* OIC -1e• cMu 3a• orc - le• cmu N a: M W #4@ 40' 0/C #4 @ 40" 0/C 6'-a' 2'-2" ' ID+I'-9" Q 36. 0/C - I6CMU 36' oic - le• cr+u Q Z W W n- = (/)#4@ 32' 0/C ID+I'-9" #4 @ 32" 0/C (L V-4' 2'-4' 2r o/c -1e cMu n• orc - 1e• cru Lo #4@ 24' 0/C D+I'-9' #4 @ 24' 0/C 8'-0' 2'-6' le, oic - 1e• cnu i 36• oic - m• cru IVR SAWARDRt7 WAILS"11RE VAN?" SO4LE OCY. 4= A 1/2 KOM X4Yltt70Vf I SWALE GRADE PROVIDE N DONE AND 04 MP -JN AV Ow MCH SW OF PE t/2 UM MW - AS SHOW Or 35.E Of N CROP-& &V F. FcOnAG 4trAkxa.v CITY OF LA QUINTA .av w�o.oYc fa:VALL �vBiaO�wm- 1�1QXIR WMDMWOYIJ wlR�li mII IOIIOI.11D1�X XI NAOMUIYN JOEMIo1 FOOTING STEP DETAIL QPOfESS10 O S h W T ~ C31925 A * Eu. 12-31-2012 P �rq C V r o OF C Al %* # Qty o*f La Quinta ` Building 8i: Safety Division - Permit # P.O. Box 1504,78-49S Calle Tampico La.Quinta, CA 92253 -:(760) 777-7012 �3— yl Building Permit -Application and Tracking Sheet Project Address: 5 p; Q 70 09v InCot "Owner's Name:. C % �ra C i �5,6:. _r,"7eJ A P. Number. % 3 a 3 3 OO o Address: .3/55/ �'�`� �,� 4- OJ Legal Description: 4,A1 -6 L/t y 4J -,,i01-11 City, ST, Zip: Cos /� i'YI�s� c�- 9a�� 40 Contactor. Telephone: % >r.�NE, rrsF>oc 1 Address: 3 % g Project Description: City, ST, Zip: <f�oST��iCSc /i G� ►^/ rhE��✓ �'K tl �Da�ii� .cr� Telephone: 71y 34; 7i7 d' City Lie*. M. 4C � �/S ` state Lia # : Arch gr. Designer S % �7� -L /t%c = 5 •p • _ ' 3 L� Address: 1800 j '/Z S7" AJ,,,; -Of- G i 40- . � � CO L/C tF City, ST, Zip: 52 n !;t 70/ �� s 01 C v ✓��o c Telephone: 7/ g'3 6-a 800. State Lic. #: s5 .2 3 y,5` ^T-I0.v.v rev Name of Contact Person: Yeo «T 1k, Construction ype:. V a Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Unit: Telephone # of Contact Person: 74 Q . 2 7 9"'.e%_s/ Estimated Value of Project #I'y j 400 APPLICANT: DO NOT WRITE BELOW THIS UNE si Submittal Req'd 'Reed TRA4QMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs Reviewed, ready for corrections Pian Check Deposit- . Truss C21cs• Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted.'. Mechanical Grading plan r' Review, ready for correetionsfissue Electrical Subeontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L HbA. Approval Plans resubmitted Grading INHOUSE:- ''' Review; ready for correctionsfissae Developer Impact Fee Planning Approval- Called Contact Person A.LP.P. Pub. Wks. Appr - Date of permit Issue School Fees OF LA QUIN0P_ OITY UILDING &SAFETY D Total Permit Fees FOR CONSTRUCTION LE 2 g? i . i � I - ii � __ � : i � � I I I I � � I i i I I : I I I i I I i � I - - -1 I I : 11 �, I _ � IN I � � I I � , I I i � I I � I - I ! : I I - --- - � � - I I . � . � I I . I I I � I I . I I I I . . I . . . k.-...�_ _ � , I , - . . . � . . . � I . I - I I . I . I I I . I I I . � I . : , I 1. . . � � . : I I . � I . I � I 11 . � . I I � � . � I . . I I . � � I � � . . I I I . . , . I I I � . I � I I . � � � I � � - . . � 1. I ,� I I � . . . I I . � . � . � . I I I I . � . 1. � I I . � I . I .- I . , I , , I . I � . . I . � . I . I . � I I . � * � I . I . . . I . � . . I I I I . I I I � � I . . I . . I I I I . . , p 1! I � I . I I � � . I I � I I . .. I . I . . . I I � . . I I . I I . _ . I I . . I I � I I I � � . . I . - . . I . . . I . � � �, I . I . I I � . I � I I . . I . . . I . I . I . . . I . : I I � I I � . . . I I 11 . � I .1 I . " * 1� I . � , . , . I . . . . I . . . I � I I I � I I I I . . I � �. I . . . I . . I I , . I I . . . I I � I I . I . - I I � I . . . I I - I I � . . � 1� I I I I I I � . I . I I I . . I I � - � I . . I . .. . . . � � . . I -1 I . � � . I . . . I . � � I I . , - . � I . � I . � . � I - I I . I . 1. . � . I I I . I , I I I . . . I ,. : , I I 11 . I . , : , � : I , Z . . . I I I . - . . � I I � . . . I I I I . - - - - I . I I I I I , I I I � � I � . I � � I I I I � I I I � . . I . . I . I � I I I . I I I I I . I . . � I . . I I . . I I � . I I . I . � I � � I . I . . I I I I . . . . I . I � I I I I I ; I �� . � I I � I 1 I . � I I . I . � � I . . I , , I . �1, . . . . I I � . . . . � I I � �. I � . . I I I . .� 1. , I . . I � .; � I I � I I � . APPROVED FOR PERMITTING: I PLANNING AND ZONING COMPLIANCE: I I � . . I � . I . . � I 1. . I � � I �, . � I . I , I . . I I I % . I . . I I I � .� " I 11, � I I � . � . . I I � I �, . . . I I ^^ � . I , 11 I., . .. ,. � � , 11 ,� I . . I , , .. . .. I � . I—— I I I I I I . . . I . , � I .. . � I . I I . . I i � � I � � I LEGEND I � I IN THE C17Y OF LA OUINTA, COUNTY OF RA(ERSIDE STATE OF CALIFORNIA I 10 .1� -1 � I 11.11 I � I I I I . I I I . . .. I � 1. .. � I I � I . . . 1. �, I I 11 1. . . .�. ,� � "I . I I � I .. I I � I . I I I I I I . I � I I I I I I .�� I .� � 11 .,I, li .. I I � . I I I I I I I I I . . � I � I ,�' I � . I ' I FF FINISH FLOOR ELEVAT10N . . I I I I � . I . . � I I � . I � . I . 1� . I I .�, %. ,,,, "F , .. . I I � DATE TIMOTHY R. JONASSON, P.E. DATE . . I I . . . . I . I � I � I I . . ., I � I .1 I . � . . I I I . � I I I I I , I I .11. � I .1. � � I . . FG FINISH GROUND � I � I I I I . I I I . I I .1 � �t . _� , I I BUILDING AND SAFETY DIRECTOR � . . , � I . ,. 11 � . I � I I � � � , . I I I � I I I �� .. I I I . . ..1. I I I I I 1� I , - , � -1 �� . . I . I . I FS FINISH SURFACE I . I I I . I ...� I . I I I I .- . . I . � � I .. 1. - � . . .. I CITY OF LA QUINTA I . I CITY OF LA QUINTA . � � I . . I .1 � S/ PLAN... I., .. I .. I.: "...., � ". I � �. �. I . I I I . . I I I . . ., . . I � I � I .1111. :11 � I - GB GRADE BREAK I . I I I . . I . I I I � . 11 1. I I � � � I I .1 I �. � . � 11 I I � I . � � . I . I . . . . � .1 .1 I . . . . . .1 I I I � . I I I ,� I I I I ,� � .1 11 I I � � 1. � 1.1-1., . . I. I I I I . I � I . . . . . � I I I � . I I I I I . I � I - .. I I � � I 1. . . � I I I 1. % �, I � .. I I � I � I ., GF GARAGE FLOOR I , . I . I I . I � . ,� �. . I . I.. � 1:, I., � I I 11 .� I . I I . I � I I . I . . I � I I I - I I I I., � . � . - . . � . I . I �. I �, I : . . � . . I I � I . . I I � . I I I .1 � � I .1 I � I . : I , . � I . . I I � I 7 I I . 1. APN 773-233 004 - LOT 19, BLOCK 94 1 1 � 1. ,. 11, i . . I , . - . I I I � . I I . . 11 . I . I � +' I . , I I I I I I I . . 11 .. . . I . I .11 . I , .1 ... I .-I - '.1 I. 11 �L. I . . I I I I � . . I � I . I �. I.. . I I � I I �... - 11 11 � ! . � I . . � I . . . PAD FINISH PAD ELEVATION I I � . .1 . � I . I . . I .., . I I � I . I I I .. � I � � I I I �� 1, � :1, I I . . I . I . I I . � I I I I ,� � . . I . I I . 11 I % - I . � I � � � . . I I . I I I . I I � I . I I I .1 11 � - . 11 . � .. . . 11 � I I 1. I . . � I I . I I . 1, . I : . . I . , �� I.' �, I � . I . . . I � I I . I � . . -11 .1 .. � . I I . . I UNff 11 SANTA CARUELITA AT VALE LA 0U11UA . 1. I . 11 I ..'' I ... I . .� _11,11.1...'' I . I �. I . I I I � 1. � I I � � . -�l I I I - � I . � � I � I � � PUE PUBLIC UTILITY EASEMENT � . I I I . . I � I I I I . � . � I . I . I 1 .11, 11 11 I . . � � 11 �, �.. .... I I I I I . � � I . I . I . . I I .� � .'' I . . I . I I I I I . I I I I � TC TOP OF CURB - . . � I . . . ... � . I I � . � I I � I I I . FL FLOWLINE I . � I � I I 52,070,AVENIDA MENDOZA I.— 1. . I . � �.:. . I I.. 'GRADING � NOTES: . . . � I � I 1. .. I I . I . I . . . I I � I . . . I I I . 1. . I I . I I � .. � I . I I I �. � . . I I . . �i I . . 11 . I I . . . � I I '' � I I I .1 �. I., . .� � I I . .. � I I I . . I . ''I . � .11, � I I 11 � I I � I 1 7� 1 , 1. I I . I I . � . I I I . .. INV INVERT ' . I . � . . . I . . I �- I � 1. � I I � . .1 . ,. . I .1 I I . .� 1. I 1. � � I 1. ALL WORK SHA,'.L BE DONE IN ACCORDANCE WTH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD I . TG TOP OF GRATE � I I I 11 � . � . ,� � I . . . . I t 1. . I I � 1- 11 � � I . I I I .. 1. I I . I I . I I I � . I . . I . - 1� I - SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND REIVERSIDE COUNTY STANDARDS AND SPECIFICARONS . I I I � � I . ., � . I . I I . I � I I , I I 11 � I I TW TOP OF WALL I . I I � I � 1. .. 1. .�. I I . I � I . � I I . � I I 1. I � . I I I I I . I ORDINANCE NO.1461, LATEST E01770N. I I . .1 . I I . I I I . . . I . I � I I I . I I . � - . I . �. I 11 I . I I I .1 I . I TF TOP OF FOOTING .. �.. . �� . . .. I I � I I ,� I - � � I I .. , . I . � .. 1. � .1 I I � . I I � .:. 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNMENT AGENCIES I . ,. I � I � I I I I . . . I . . I � I I 11 I I I I I .�� 3. THE LOCATIONS'OF EXIS77NG UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY - THE CONTRACTOR SHALL . I I � � . . . . I I � . � I I I I � I I I I I I I � � 2 1 1 � . . . �. . I I I I � �. � 11. I . . I I � I I I . .1 � �. I I , . I I... . � . I 1. - . I � . � I � I I 1. I . . . DETERMINE. THE 1 EXACT LOCATION OF ALL EXISTING U77LITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE I . I I I � . I I 1. �. I I - I I I � � I . . 1. . � I � I I I 11 I I I I � FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED By HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL � I I I . I I 11 .. I I I . I . I . I . '' I .� I I I I . . I � I . � UNDERGROUND,'U77LII7ES. I I . I I . . I I I � I I � . . � . � I . . � � � � . I I � � . TP TOP OF PAVEMENT � . .� I I I I I . ,� � . . I I � I I I I 1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING I I . . I � . . � I I I . I EXISTING CONTOUR ---- ---- (100) ----- I I . . I I I . I . 11 I . � I � 1. . . - � I I I I I I . I I I I .1 AND GUIDE SIGNS. I . I I I . I I I � I I .� I . 1. I I . � . I . � I � . � � �. 1. � � � I I . I I I I ; . . 11.1 . 1 5. STREET NAmE.!IGNs AND TRAMC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. A I I . I . . I . I I I . . I I I I . � TR FFIC . 1100 I � . I I � 11 I ,. 1. I � I I I I . I . I � . .. . � -NDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED �BY THE CITY ENGINEER. . I I � I I I � I I I I . . . . . . I I � . . I I I I I I � I . I I � I I � I . STRIPPING, LEGE I � . I . I I I I I � � I I . . . . I . I I � - � I .� . � . . I I I . � EXISTING ELEVATION ...... (100.50) 1 1 . I I �. � � I � I . , I I.. I I I I 11 . I I I I � I I I 11 � I I � 11 I . 11 � I I I . I I I 1. � . I . 1 6. 1 1 THE CON7`RACTF)R SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND ' . I I I .. . .1. . I � . . � I . � I I I I . I I .� I I . I . . . I I DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E., NUMBER FINISHED ELEVATION ....... 101.50 1 1 1 � 1, - � I I , � . � I � I I � I I I � I . � I I DRAINAGE SWALE --P-- - - - - - -mm- - - I I I � 1 . . . . 1� . . . . 11 . . ..., . I I . I 1.� I I I I I . I "I . � .. I . I . � . � . I I I . I . I I 1. . I � I : I � I � � I ''I BELOW 33,966,:bR A LICENSED LAND SURVEYOR ONLY I � q - � I I .1 . . .. � I I . - � . I � . I I I . . � � I , � . . .1 . . I � . . I I � , I - * . I , . � . . , I . I I . � . I � I I I I . I I � Z., GRADING SHALLfBE DONE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING COIDE, I . I � . . . I I I I � I � I I � I I . . .11 �. I .1 I I I LATEST ED177ONt AND SOILS REPORT NO hIlA . . I I . I . . 1. I I I . . I . � . .1 . . : � I I I I � � I � I . � I I . , DA TED ... I I . I I I . . � . I - . . I I . I I . .. I - . I . I � � I �� CENTERLINE - - Q � .1 .1 I t. I I . ,� . 1. I . I., I . I I � I : -_ I . . I � � . I 11, I I , , I I . I .. .' PREPARED BY1 TELEPHONE . - I �, *1. 11L �, I 1: I - I I I I . I I . I . 11 I I . I I I I � � . I I . I I I .. . 1. . . .. . 1:1 . 4: - ;,�:�,_ �. . I . . I I � . I . .1 1 I 1. �. 1, I 1� I, � � , 1'�j . -1 I * I ,� . . , I � I I . 11 1. . ,� I I � I �.. I � � I.. 18.. THE CONTRACT(�'? -SHALL N07IFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR I . . . � � 1� I I I I 11 . � I � � � . I . - � I RIGHT-OF-WAY (R/W). -il - - -- . I . � I , I I I I . EARING AND, ,'� -7075, AND 48 HOURS FRIVP TO REQUIRING INSPECTIONS. I I I I I . . I . - � .1 .. I I . � I -., 11, � ,, , ,, .-r � I � , _. - - � I I � I I . I � . I . � . I I I 1111�._ , - CL 't CH PHASE OF- CONSTRUC770N AT (760) 777 EXIST. 8"SEWER LINE S8 ------- .. 1 (4 1 1 __X 11 � .. � I % -,,,: ` r - - , , � �V`�; - . I . - � I I � � ,', I fl, - , " I -11 ,� � I � . � -, - _ , I I _� . I I I �'! � I . I ____� I 11 - - ,.,� - , I t, _____1---,-*-, 11� 1, .-I I � : 1 . �11 I 1.111, .1 I , , ,. ,. 79.�'DURING ROUG14 6RADING OPERA77ONS AND PRIOR TO CONSTRUC77ON OF PERMANENT DRAINAGE S UC RES, PORARr . � � . I . � I., ;��, I I . I I I ,. � . I TR ni Tru I I . . . I I I I I � .. � , I . I I I I � . . 1. I I � . I I I I . I . EXIST. 8"WATER LINE W8 --------- I . I . . � I I . I . . � .. . . I � I ". I . � I . I � I I ,� . � . . . , I . . I I I I DRAINAGE CON*OL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. I I I I I I � I . . I I - I I I � � I � I � . I � . . I I . I . I . '' . � I.. � . - I I . � I , : I I . I � . .1 � I .1 I 11 I 1. - .. I I .1 I I � I .1 I ,, 1- . I � I . 1. I I I , ,, 11 , I I I I I � � . I ,� I . � . DEEPENED FOOTING . . I � I I I I - � I I . . . I � , , .1 � . I � .. ._, I . I I I I � . I I . I � : . I . -1 . I �. 11 � 1. � I I � 10. CONSTRUC17ON OPERATIONS AND MAINTENANCE OF EQUIPMENT 141THIN ONE HALF.MILE OF HUMAN OCCUPANCY SHALL BE . . I . . � � � . I � - � , . . . ff"� - I . I I � � . . I . I . I . I I . I . I I � . : I -, � I . I .. . I � I . � I 4 � ,� � � � PERFORMED � 614LY DURING THE TIME PERIODS AS FOLLOWS... I �. � I . I 1. I I I ''I . . . I I . I EXIST.BLOCK WALL �] - lmmmmmmm _J I � . , I .1 � . 11 . I I I I I . . � I . - � I I ,. I I I � : . . � I I .1 . . I I � � , . .. . . . I I I . ; � . � I � OCTOBER - 00 AM TO 5.30 IPM / SA TURDA Y 8. 00 AM TO 5: 00 PM .' - . � I I I I � I . � � � d I . I I 11 I I . I I . I I I I .. I .. . I . . Ist TO APRIL 30th: MONDAY - FRIDAY 7. 1 1 . : , I I I � , . . . . � . . I . I . . , . I . � I . I . I SCREEN/GARDEN WALL r�� I I I ----I I . 1. I . I 11 I . . . . I .1 . . . , I .1 11 .. �. . I I I � I : � I .., 11 I . . � . . I . I I . �. � I I I I I MAY Ist TO SEPTEMBER 30th: MONDA Y -�- FRIDA Y 6. 00 AM TO 7. 00 PM / SA TURDA Y 8. 00 AM TO 5: 00 PM � I . . � I I , � . I .�, � I . I I . I I I I . I . � . . � . .1 � . I � . I � . � 1. I I . . � . � .1 I ROOF DRAIN CONNECTION I> I ,� I � 1. . I 11 1. I � I � � � . I I I � 11 I .. � . I I I � I � � 1� I . I . I I I . . I I I I � WORK SHALL BE, PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOUDAY � . .. 1. . ..� � � . . 1. I I . I I I . . I . . I . . . : 1. I . � � I . . . . � . I I : . I I . . . .... � .I. . . � I I . . . . � I I � I . . I I I � 52050 MENDOZA . 11 I I � 1. I 11. AFTER CLEARING� EXIS77NG GROUND SHALL BE SCARIFIED TO A INIMUM � I I -, %, . . .. . � . . . I I M OF 6" ON THE EN77RE SI . I I ._ . .. I � . L � I : . . . 11 1. I I . I 1. . I I I I I ". . . I . I � . TE OR AS RECOMMENDED * . . I . . I I I .. .... . f. I . � . I I . . . . I . . 11 � I � I . . r I 1. � I �, I � . � I . I 11 � I I I I .. .. I I � % � . . � I , . � � . I I I � I I I . . . � . � . I . . . ... I I I . I I I . I I . - . � 'I . I - . 1. . I . . . � I I ` I .1 I . . . . I CONCRETE FINISH . . . '. .. - 1 (66.5, FF) . : I - � BY THE SOILS REPORT, � I I I .1 I � . I, _- ..: .. *.. - .. - .. 7 � I � I I I . I � . . 7 � I . . 1. � . � . . . I . . . .. I � I . � . I . . . . I I � . I . . . . I I I . I I 1. I . 112. MAXIMUM CUTAND nLL SLOPES - 2.1 ,' I I I �. . I . .. . I � . 1. I I I .. I . . q�. . I I . � I � . I I � � . � I I 1. I I I I � - - I I I . . . � . � , I � I . . . . � I I . � � - . I I I I I 11 11 . .. � 1. 1. � - I . I . I . . � . 1, . � :13. ALL FILL MATERIAL PLACED UNDER THE STRUCTURE SHALL BE COMPACTED To NINETY nvr PERCENT (95X) RELATIVE DEINSITY . I I.. � � , . I . .1 � : � � . 11 - .1 .1 � - . . . . I I I 1.11 � I .� .1 I . . . I . .. I I � I .. I I . � . . . I I �. . . � I I - . I I I � . I I % PAD DRAINAGE SHA BE 2Z DRAINAGE SWA S SHALL E A MINIMUM OF 0.3 1 � .1 . I . OMIT J BOLCK I , . - _. � . . I . I., � I I . ... I I I � I � I . . I I I . . . . 14. MINIMUM BUILDIMG LL LE 8 " DEEP AND BE CONSTRUCTED , � . I . � 1. I I I � I I I � .11 FOR DRAIN I I I I- I � I . I . . I � . . � . 11 . I I . I I � I . I . . I I .1. I .1 . . I I . -1 ' , A MINIMUM OF .','. FROM THE TOP OF' CUT OR FILL SLOPES. 'MINIMUM SLOPE OF SWALES SHALL BE 0.50% ,� .1 I. p . I I I . I � I I I I . I I I 11 I 1. .. I . . I .- . . . . . I I P.P. - � I � .1. � I . � 15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF, NINETY nvE (95) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM I . I . - � I . I � � (65,36)TC �. ... � I .10.00, -11 1, I 1. I r � . � I I .1 � � � �. I Ek 5.5' WOOD I . . r,,,, � � . ,. ,. I . I . .. I., I . I I BUILDING CODESEC. 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. , FIELD DENSITY SHALL BE DE7ERUED IN .1 I I I I . . . , � . . . � NOTE. - I . . (65.8) � . .. . . . � . .(65.8) � FENCE . . . �� . . .. I I . �. 11 � � ACCORDANCE MTH THE UNIFORM BUILDING CODE, SEC. 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. . . . I I . . � � I I I I I .. '1% I 1. I . -11, . I '51",E. . ', I J, I '. � .. . b EG I ... ... 16. ALL STREET SEC77ONS ARE TENTATIVE, THE MINIMUM SEC77ON IS 3" A.C.1 4.5- CRUSH A.B., ADDITIONAL SOIL TEXT SHALL , . . . I . , " � ... . __, -"I 0.00 , , . I I 11 . PERMIT AND INSPECTION FROM CITY OF LA QUINTA I . � " I I (64.87)FL . 4 -1 I . C=� _\ . _S 89*59 . . , `Z , - I , EQUIRES A SEPARATE , _____ . . ,i=�r77 I �_ - � . T9 - E==1:ft= . _ __ � . . .4 =-- - " 1.10, __ 0 0-nmem I � . . I BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SEC77ON REQUIREMENTS. . � PUBLIC WORKS DEPARTMENT. I I � I I . I I . . .1 - � I I I �� 1, ,� . CITY ENGINEER TO APPROVE FINAL STREET SEC710N. . I . I � . . � . . - . . - . . - . . - . . 22= . . - . 18 - . . - . , - ** I I I I I .�. 1Z LOCATION OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL I I I . I . .11 I I . . . . I � .: % , .. � 1. I.. . I I . � I I I � � .�, � . 165.52 1 EC�UTIP- . I I I . .0.50% . I 11 1 .65.9'7 1 . . . 11 , I . . , . BE, SUFFICIENT INBOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE 7ES77NG OF ALL FILL PLACED. TES77NG . . I POO� � , I � - . I I � . � . I . I 11 I .1 . . I I IF I I � I � . I . . . IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADD17ION TO THE NORMAL REPRESENTA71VE SAMPLINGS. '1� _; I ?_ ,.. � F 65.62 . -_ I -_ 11, I . t�ol I . � . I I I .1 I I I I I . I WATER ", i " . I �, I I I I r 91 � I 101�r_ , I _==11111 10. 0 \ - . I I � I . � � . . ..; 4i. I I I " I I I � r 1,11, I - . . . . 18. ALL UNDERGROUND FACILITIES WTH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR To PAWNG.. INCLUDING, BUT NOT I NOTE: � � . . SERWCE - __I/ . .....:-, \ 11.1, I � .. I � I 11 #01 - J. I.: . r - . � ,� " 11 I - � I - . r,, .. , . r . I . � LIMITED TO THE FOLLOWNG. SEKER, WATER, ELECTRIC, GAS.r . I I r r � I 1. . . � 1. r I . r. , ...... !...� 1. .. .... .. . . - . ��-... ,- :. .'. - . r . I 11 . � .r I AND DRAINAGE. , r . � . . r I I - -. 4. , . . . . . . . I -, - I . I 1I .. . I . . r . r � . . .5. , .!�. " � 4. . . TEMENT THAT . t .�. I �-;' v. 4 .76% . 19. THE FINAL U77LITY LINE BACKF7LL REPORT FROM THE PROJECT SOIL ENGINE R SHA INCL . ALL FILL MATERIAL PLACED UNDER THE STRUCTURE � . -:.i,;-.:� - .:. . �.-'-*. . :. 0. . . 1 20.00' &R. \--@ . I I . . I El LL UDE AN APPROVAL STA .. , .,. - . '.... . . I . I . * . 0 '. 1 ........ ,O_ A . . I I , SUITABLE FOR THE INTENDED USE. - I . r r � I ; 4. P , .-..; P I , - � * . � , I I r I � � . � I I I 1, r . I . * - , , , I , �; : . _. - ; " I . � .: - - - - 1: ** 3 .. . . t , *q I * . . � I � , .r . . . , - dbd-i I . I SHALL BE COMPACTED TO NINETY FIVE (957.) r r < r i 11 .:::.* r. . �1' . "' , .; ..�_ r... . - . EG I I � EG � ,: : , THE BACKFILL IS' . I RELATIVE DENSITY. I N I A .- -�.. a .-A: - . - - : .1 , - -.. �.:..-4.- * -,- -,-. - - . I . r . � . 0 20. THE FINAL COMPAC77ON REPORT AND APPROVAL FROM THE SOILS ENGINEER -SHALL CONTAIN THE TYPE OF FIELD TESTING� r . . .. .��, .:. - . %* , . . . . .. , . ..44... .. . * ?� , , r . � . I . . I . I i!� : r , r . r I I . � I 1-Z - . 11 . .:.... , . . . - - .,k. `,%, " - - .* .. ,�: *i " .. '. . . .. I * _ : PERFORMED. EACH TEST SHALL BE iDENTinED K17H THE METHOD OF' OBTAINING THE IN-PLACE DENSITY � WHETHER SAND CONE OR - . ,. Q: . � � . . . I 0 '.. *.. ; - '. � .... . . C. -A. ---*,'*-., --4---,!.-:.-.-.-; -:; , -.*A C . - I I r . � I . � . I � r . � - . r I I r . � � C) - r "") , : .� ... ., :., .14 P... . ;".�-, .... .* * . 4.*. , :;. . .. ..,.r .. '.".C�, �) .12 * � Or'' � . �. . . �� .. . .. r � I rr. � . . J.:. r I . .. . . I r DRIVE RING AND',SHALL BE SO NOTED FOR EACH TEST SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFOR,MED To - � I �5 . , : . .. 0 *.a - - * � * .* . : - ,.; * * :;-. '. � .1 - .A � .. *.1i*. *,e� .* k. It........ c . Garage I . . I 11 r I 9 $n J- � r . r I . � - VERIFY THE ACCURACY OF THE MAXIMUM DENS17Y CuRVES USED By THE FIELD TECHNICIAN. r . - . . : . ... -, .:;:, I � , . - .0 . I I I . . r . . I 11 r I � . � . .... . , I , , , * I n_ . . I I . . r I . � � I . . ,r I r, �� I .;....,:: .. ... *; � *:* --.. --, - - - .Y.:;G, I I I � I r 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED r NOTE. r ."... . 4�. . 8 � I . Ir I � I . I . r. . .. -�.. �. , � I � . . . I . r r I I I I � Z .9" :. - s.-::-.. -, �.` * - - - ..'e, * :. - . .441 1% MIN, , , . � i� I I I I r . ..: �, 4- # * .� � . 4t T. . n K I . r. ON THEM AS A RESULT OF' THE GRADING ,r � I � Z1___ .. . . -! .A ]00 :. " , --;.'r'. * . , - , *-" , - .( *. **.. - .-'4 .. I . I r � r I r I � . 'k 1' - , I. .�.* . . I r . r . FINISH FLOOR OF HOUSE IS A MINIMUM OF 1.0- 11 � � III r :,� .. . .: I . * * .. '.. . �:. *,.* � .. , 1. .. .. :- - '. *4'.- . *- i C; , I to I � . � . � . r r . r I . . r I r 11 r , � . I OPERA770N. CLEANING IS TO BE DONE TO THE 'SATISFACTION OF THE CITY ENGINEER. r r � � I ..: .. - - i -. .. 04 1 1 1 1 1 1 � I � PERMIT r r . . .!!.: . ., 1 - . r � .. I * d * I �!. .: r I . 22. BLOCK WALLS APE NOT PART OF THE GRADING PERMIT SUBMIT FOR SEPARATE BUILDING . * I FEET ABOVE DATUM POINT MEASURED AT THE I Ir 2 r . A�" * , ,.,,.-.. -::'.'- ", - I � ' * "* ' -� * .. j" , . - *:-:, * ,....,.:.,� I � I � I I I . 0 I "A. - . * , .. ;. - . .. I . I I . '. I I r I . . I . i . . r - . .d., : ,.;...- - ; -.' -;,. ."'. :'4. .. . . . . . . , r r . r r I I . � I .1 , I r I � r - , . . . . . . r � r I , - - ... A . . � I . � I r .�o . I r . r TO THE LOT. -, ;t � : ..!, . . . ?.� � � I . , . r ,- �-- W L � - . N[0.------ , . � ..!. 1, I I I I � . r 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE M774 7HE STATE MANUAL OF WARNING . .. .-.,:. 4f I . . r r � - r I - S " - - . f - kc _ I ,r . r I I , - _. . ig. Aq.,;, I - - - i - I � . - .. r... ... : I ... r �. SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF RK UPON HIGHWA � I � r . r , " , I I - * ka .: . I r WO YS, IN ORDER TO ELIMINATE ANY HAZARDS I * /.-. ..';*; , .-.'.:, . .. - ..- .. 1 - ,; . .-** .. r I . - , I - .,- I 11 �. .- ** . - , . ....:. . .1 � . � r . - . I I I I - _* , , - , , .". , ' r . � � r � I r � r I . . � .24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFRCIENT SUPERVISORY CONTROL DURING GRADING TO INSURE I * I r � NOTE: I . . � * *� . .. _.4 . 4 1,1::::::��: Q3 ............. ��h,fl I I .1 , r I I I I r . � � . I r � . .... . r . I � k- , r r COMPLIANCE MnI THE PLANS, SPECIFICATIONS. AND CODE W!7H/N THEIR PURWEW. . . . . � I - .-�-- � I � (� r , - I . - r -� .1 � A.- U.. , ; - . (� � Z r :K .. . ..... �, " � I r . � I I r . I . . � . r r I .r. 2' 25. THE DESIGN CIVItENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUC 77 r I �� , i�.i. - I . I I * , , . , . . I §! r :,..... . . I . . r 0 .,--4,:.,4�,.-k - , � 1 i . .1 I : . I:s I . . .ON TO INSURE COMPLIANCE r . �. r I . ". � 2 *.. * - � . . ... � I I ; 9 W!TH THE PLANS,� SPECIFICATIONS, AND CODE 141THIN HIS PURVIEW. .1 � I I COMPLETED PER THE APPROVED PLAN. AND A COMPACTION REPORT FROM A SOILS ENGINEER ON �2 6f _16f 1� %.":%. .- I I � . % �. I I I .. � . � . . I � I . . . " 0. - r . . r . r * ' � I r -_� C; *.. . , . . . 11 I - . , - .. . ., . ; . .�. . -. " ' - .' -...,4 -11. r .. . I . I . I I . . . - I W) . . *: :;:--.�,-:�* .-.. ..- . � 1.,".. ',-r" .".... r . I � I r I .1 1 26. THE CITY ENGINEER W!LL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF *R"r VALUE TEST FOR? , . I " I - - � � r -- I . t. I .,I I ,...'- . " - I . � . ALL FILL AREAS IS REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. . r . . . - . " I �, - . . r A LETTER OF CER11FICATION FROM THE ENGINEER -OF -WORK STATING THAT COMPACTION WITHIN THE I _% I .. . .. .. I . � . . r .��.: '�4 . . I THE GRADING HAS BEEN . I � I . � I I r . _.. I r r . . I .,.t-, jt 1, ,.,. .11 . . I . I I � �. I � �. r I—: r . ,r ROADWAY SUB -BASE. .. r . ,� � .11 I 1. r . . . ..,_ � � . I . I r r .,r. . � . I . � I BUILDING PAD MUST BE AT OR ABOVE 95X COMPACTION BASED ON ASTM D1557. r ,� � I -1 ': �. r. . � I . .; . - -* '... i..,.t . ...__:,2-.,:.i.,-?-, -..- ... - . . I . . . � r . r .. I I r . � . I I . -1 � r .1 . .'.!� -� -.-: , .. , . . �. . * . �:- --.. -",:, '. , < ;Z , . r . . _.t.:( . . I I r . .D6 1 1 1 1 � Ui ��_ r . - - - -V . . . .. ..% . . . . .. 1. 11 � . - r . � I , r � - .. . . . " r . . � I 11 � I . '... * . . ,.,. . . . . *,..A -.-.*I-, * . I ,� . . TRACTOR IS RESPONSIBLE TO PREVENT SILT CONTA I I I � 11 . flo 'N't " , r , ... . : i., , ... , I.'- . .... - ��.,t I I I I . I I r I LAJ r 1 27. ME CON MINA77ON OF STORM WATER INFILTRA77ON FACILIVES DURING I I I . � . - .. .t.. ? !.�.: � I � I'll - - - I I ' I r I I r I . I . P: : , 4 41, ,:,.--.:.'.* I . ACILITIES. r 7HE CO CONTRACTOR. IMMEDIATELY PRIOR -TO FINAL ACCEPTANCE OF SPORM . �, I I r , . I r . - **-! . . .. M.A - . I I I I . ! 1. CONSTRUCTION 0,�- SUBSEQUENT IMPROVIEMENTS B . I %.a__ , , t : , *%, ,:,:,.,* -.,:-. I A.:..- - . . I I � C3 , : R .,., .; . . ., ._. , r I - ^ " 7 : *; " � . FF r' . .. , ,' ..�'.*-. I r DRAINAGE RETEN-70NIINFIL7RATION F NTRACTOR SHALL CONDUCT � � . I r � -.:- - *..% . .. -' 1- . � . it ,, , . ), I � � �, ? I i r r . I . � " I . ..". �-. .. .00 I . I . . . 11 I I � . . I � I . r r 4 W r I I . I r , i "' I .:. . .. I � � I . . r r .,. pl � . I I � . �: I . . � - . - I . rr ': � - �, , . .1 67.27 � '., - -.r -'id -..' * I . , IN THE PRESENCE OF THE CITY INSPECTOR, A ' r , . \ - * !6 � . . /i\ .. . .. I I . . . .. I I I r I I r . � PERFORMAN I - I � r 1. I r I � ,r 11 I . . 'r i �� . I � r - . t.�:.-; - .: i . � * r , . I I I . . . r . . � � � " _* 1. , . I - : .*: - .4 ;- - -.: -, . 11 , - :,4;_1 :..,! . , I -ft - D9.4'r- -111- VC1 40EQUACY OF -IE FAC&I Es. - , � _-1 I . r � 1. r . r . r . : ., ;1 i . .. IF M, � - .. . . 11 �, . � - : 1. r CE �Ilr DESIGNED `T0 CLEARLY .,,.'VSTPAT-r - FU, 110/vAL T1 _1 . -, _ __ - _ � I � I *1 I I � . . I . � ., -11 -*. ,�_ �, ' r- ' _ �� i- . _ �� 11 -1 lr� . '. �� .. . r , ...: PAD .. -.,. ":� ,, r' ,. !.i�!.*-,:il**.,;,.,.�-.".,-.,*.�:.;.', , I - , . - . � I r I * , , , .1 - ,4 , , . "' 6.60 , . , r . ;,A ._ * 1 -_ I _t� -I _. - ''. '28. THE CONTRACTOP SHALL PROVIDE WND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY ME FUG177VE DUST CONTROL . :� � � � . :.. . . . *. -V I . - � - 6 I I � r, .� 1. " I . . � . -� * , I ,.,,:. � ', � �r. _ � I . � . . I . I'' � , I � r ..., . I � I I , -1 ... * * .. � . . - -.;.'.4, , ., � I . PLAN APPROVED -FOR THIS PROJECT , � . r . � � r � r r � � .. � '.., . 070 Avenida Mendoza ' . I . . .. . - -..*, 1 5.0 , I ,r I r . I . I . 11 . k" .r , 11 I . t � . . I I . r . � .. *, . I I . I . ". ... .. . � I . � . 11� I . 1. � . I . � I r . I I r . . " ,_., . . , r I . I I � r I � r I I , r I I -- I . ..A .; . � � . X . I . . �" "_ - I � . 1; .' *.* . ... . . . . . I I I . r , r I ., . r . . ..4 . . � 12.00 . Z� 1� ., � .. . , r 52 . . , �--.--.�.-* 0 .. �, r . � � . . . . . r I :t '. r I . I . I I .J.. : ., I , , , - I r Ir . I . . I . . � .. ..%, - " r I . . I r . I I � . r I I r . I I , . r > . - I I I - I . ; POM I I "�' .� -, *;.!:. , Plan IBR Gable r � �.*. .., : .,:#., *�. A. I I I . . . I � I I I r I � . , r r . . . . . r � r . . r I � 0 r I ."... � I . .fs: � . . . r I r � . .. . I � .. . ... .. ..; . , � :'I .�*..,..-.*...-1'..,....: . . � . � . . . I . . I . ,� . .1 �. . � - . r ,� � . . r , . � r � .r . � ...*...,, I . . . . - - I I I I r I . _ I r . � r . I .. I .. I . . . .. . .. .. . I . I � ,:` .. . r r I I I . I � r . I . � . 1. . I r r , . . I r. 't -le I .. P.:: . I .. :..,.:- - --;....�..'- - I . I . . . � . ,r � . . r I r . . �. , . � � . � .. � . � . AVENUE 52 . . I . � . . , I . I . - . , � . .. . . I . . � r . . . . I , � . . r r . r � . I . I . I I , . r. I *�.... ;'.- *:* �6,- ". r 11 r r . I I r . I r. I .. . , r . .1 . I I . . � 1, . - . � 1. . . � . I � .r�.. � . � n r , I , !:.. L r I I r . . I .. I I . . � . I I I I . r � � I 11 r I r . . . * � I I . � . r r . . � I , - .; . I � I . r � . � I . r . I I . r. . I r I .1 .r I . I I . I r . , -1. . I . . � � r . r I . I . r I � I . . r . I I . - � . �. . . . . . . I � . . -_ al. - . . I ., � I r I . I . I r . . . I � I . . . I . . r . I., � . . I . I . r � - . .::.': . .".'..'.. 7. _.. . ... ... I r r I . I � I I � .. r . . . . � I . I I . . r � � � . r I � . � � I .< in I . I r r � � . r .. . I . r I r I ** I 0 � .. I : . *.** * :.. r - . I .1 I � � . W �! < . . . I': ""_ ,�.' �,..:..-.; _ - * ..: -. ..; .�-" � � ft r: I r r � I I . . I I r . �. I. r r � I � . .. In r r r r 65.88FL . , � �. � �. - .� . � � 66.30 11 r . I r I .1 r � I � I . I of 0 ZD* r I � 18.00, I - I r . - . � 4z) r 1 71. � r 11 � I � I 1.11 ,� . . I � . 11 I I . I . . r I ,. � I .. . . r . � . � .. . I I r. .. . I I r r I . . � . r r . r I I r r r . - - - -- - -- - . . - r. . _ . , . . � �� _jjT�� . . I I . I . I . . I r . . � r . I I I r . . a 6 M I . � I r . I . I . r � r .. .t rr I � I I . 0.50Z cz! r . 1. . r . . I - r I r . I . I � r' � . r I .1 -I;;;;-__- , _ . . . . . - .,. - . . - . '. . . __�_ . . . .� I r . I r . I ; .r . . . I . I I .. r - 2 r ffi � � I r � I L . I . . I _-, r r � Z� " . I � I I . r I r . I . r . 1. I � ! I I I � . I . I r . I I M� I I , r . - . I / I 1. '' r. r. . I - I - I -..,-,--,-..-.-.r . 11 � . I . r .. � I .11 � � � I I., r I I I �, I . . . . � � r I I I . r. . . � I r. �. . . I 1. ., I I . . r < < r , r I I . I N-----.- .1 I I I I 0 - . 11 .r" � � � � I � . � - : - I . � . . r . . .''I'- � I . I I . �. � � I .1 I r 'r . . I � I . . I I I . I � . I . . . r . I . � . ,. . i . I I r . 1. I - I � 01 0 . � I - 11 . I I . . I I � I . .1 . ,r S 89*59'53 E � . I 100.00, r � . . I � .1 I ,� � I I - 11 I . . r I r I r . I I I . r I � I - r I I � I (66.12)TC ,/ r I ,. I 1. . . .1 . � 2 , I ) � � I . . r . I I � e 1: I � I I � � I I I � . . I .. . � . . I I r .1 � I . I . r . I . I . r � . I . . E 0 0 . L . 11 r .2 - I I I 1. � / I I ' - �. I , r. . . I . I I E 1. � I r : , . .1 I � . . . . � � I V) < I r � I . (65.62)F � I �.. I � . I "�, . � I I : EG ,", , . r Ir r, ''I I . I . I 1wi � EG I I I � I . . r . (6 4. 7r/ r � I I � . I ,. r 11.1 r r, I � r I I . I 1. r . r I I- 1_.� I r � . I r . r � � I . r . I I G3 I< . I 'r � I I ., 11 . . � I . . . � I � . r ,r. 1. 1. � I � . I I r I . I I I � . . ,� I .. r r . I I BOLCK . � . . . I I I ., r I ., � I I '� r I �r I . I . � I � . . I I r r I I I : I . I � r � . � I r . JOB. . 1 30.0W. . IN. . i � r I . . I r � �. I r I I r, . I I . . I r . I I I r � � rr r I . � SITE --\< . I r . r I I � ,r. . FOR DRAIN . r .11 . . r I r � . I r I . I . . I I I I � - � 5.00' I � I . 1 5.00, r �. 1. I I r I 11 W VICINITY MAP r I � . r . . I � . I r , .r I .1 . I � . � r I I r � 1. � I � I � : : PROPOSED , . r r . r I.. r - . I . . . � . � I I � I . r r r I r . I . . I . . I . I � . I . � � 11 I . I . . RESIDENCE . . N I ... I I . . .. . � . r 1. .1. I ;,. . � I . I I I I I � � . I . � � I I �� * . I I I V_ � 11 I I r . I . I I � . :r . I . � . NO SCALE Ir . r I � . r . . . . . . I . . . I I r Ir. I.. I I � I .1. . . I r Z . 11 . I . - . I . r � . r . � I . . I . 0 > r . I � I . APN 773-233-005 . I � r . , �' �r �: . .1 .� I tL .. . . I .. . . I I � CALLE SONORA I r I . I . r I I r I � . I . r PROPOSED BLOCK WA ] r Wk) _� r � I r I.. � 9 I �r 1. . . � . I r I .1 I - VAQW .. . I � I . . r , U-----*. 9E . . r I � I - -PROPOSED BLOCK WALL r . . I., r I � I r. I � . I . I I r r .� � I r ,, 1. , C; 4 .1 � 1. F.F.- 67.70 . I I . r V C; I ,, . I � r . I - I . I r � I I I I . . . r . I , I . . r r r I - r � , . ' .. 1.501- PAD- 67.03 I I . . 1.50' 1 r I r I I ,, r I r � �, 11 � - � I . . r (66.50FF) "�,\ ', r . . r I I - - I I I r I I I I � . I . � r � . . � . .L r � r - I ZI . 20 M114. ---------.. - _10Z . (VACMT) r I . r r .. 4t . 11 I . r I r I . 77 1 - /1' I I . . � I I" 7 � . 7 4 1 r � � . A .0 - . I . 11 ,r � , 1, MA� IF I I I r . . I I r � I r I I I I I . I . .'r, . I � I I r I r � I � 11,1� . I I � , %WNW., , �_ � . I I I . , , . I . I � * I TE I ___�' I I .P. 1 6�5.\ 1 EG _ ' ' ' N""-65.62 ' * * :9-k�i n I - �� 0 " )( * '.. * . ___ .. � � : - �� - "...., - " .- .1 - . - I I I . . � I I I .S I I I I < 4 ,E_ I 0 � : - - .. I ; F I , .; 4. .: - 11 . . . I . - I' � I * . . ?. J.�'i;*`*': I � J \ 65.,' A, 41 -i"21: of- L 0 _L_ _`,__� I I I I . � � � � . 1. I � r r . I . . � . . � . r r I . I I I I I � I I I I . , r I � . . I I r � . I I � I r I r r � r I r � r I . . . � I , I . I I r . I I I r . . I I I I I r � � r . . . r I I r � I � I I r I r . I r . I I � � � � � I . . r r. I . � I . I , r . . I r r . . � I I I r . . I I � � I I r I r . . . I I � r � � r r I I . . I r, I . I I . I . r r I r � I . . I � � r r . r r I I I I r . . I I I t, . I . , � . r . r . I � � i I �1 I I � . I . I . � r I � . I I I � � r I r r r I r I I . : r .r . . I � I . . I r r r I I I . I I I � � I r � I ,� r� ,� . I �. I . I r � r I I I I I . r . , ... . " . I I r r . I . . I r. .. � . � r . � � r I � r . . I � I I I I r I . 11 � . � � � . � � � .1 :� . . I r I . I I � I � I I r r � . I r . I . I . � . I . r I I r � � . � I . . I . � I � r . r . I I I r r . . r r. I I � . ; I I . r L r I . r I I � � ; . I r . r r I � r r � I . . I . I . L r : . r . . � - - - - - - - , - . . . � I I . � � . I I I I . I I . I � ,� �. � . 11 I I !t I I � I I I I � I � I I . I I I � I I � . � F . ., I . .. � -0 , .11 Earthwork Oulantifies . I I I I � � 1� . 4 . . � I . I . � I � I I � I . .11 201-1 -IIVIM 0 . � . I . I � . I I � � � � 1, I I � . . , . , I . I I I . . I . I � 11 I I I I I I . � � � . . . � I � � . . .. I I � I I I � � I . . 11 �� I I ,..: '' I No SCALE � I FILL- 78 C.Y. . . . I I I .1 I . ,�, I I I I � I � . � I I i. I I I . I I � I I I � I . .111, I � ; . ". ". . � . I . I I I I I I . I CUT - 44 C.Y. I . � . I I I I . . I " � . I I I I . - . I I . . I � � I � . .1 I I . . I I I � I � I '�, I �� . I I I I I I I . . � i I � �.. , . I I . I . I I I . . . . � . 4 .. . . I I . � I I I I � � . � . .1 �, I 1. � � . . I I I I I I I I � I � I � . I I . 1. . . � I I . � � I . � I I I . I , . I . I � . . . . I I , . . . � � � I . I I I � I � . � � . . I I I I . , - I � . I I , I � I . . I I � I � I I NOTE: I I � I I . � .1. . � I . I � I I I I I � I , � - . I . � , . . I I 11 . . I .� .. �.. 11 1. . I I I I � Quantities shown are for permit purposes only. I � . I Contractor is responsible for his/her own I I . I r . � � I Quantities r � . . "I . . . . . � . . . , I . .1 .. I � 11 . .. I I � � - I r I . � 1, . . r I . . . . r �. I � r I . I � I � I p by, Michael' Platt Consulting I I I I � : Ir � � . I r � . In JUNE of 2012 - . I I � � r � I . I I � I . r � I � I . I r I I I � r I . PRIVATE ENGINEER'S NOTES TO CONTRACTO I . I .- . � I . . � The existence and location of any underground utility pipes, conduits or structures shown on r .r I � 4&1 1 r � I . . CONSTRUCTION NOTES AND OUANTITY ESTUATES . I I .;I �: ' I NO. DESC TION . . � I . I � o_,`!,N� _i'mr, .. � 11. . . . 1. � 11 I - 11 . I r I I . I.r . I I Q7Y. ' UNT (D CONST. DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. 221 .- . . 1124 S.F. 0 . - HORIZONTAL SWACUT EXISTING CURB I I � 22 - r L.F1 Q) r CONST. 6' GARDEN WALL PER CITY OF LA QUINTA STANDARDS I � r 100 - L. F� (a) CONST. 5' GARDEN WALL PER CITY OF LA QUINTA STANDARDS r rr . � r . . I . . 36 L. F, I 'CONST. 3.5' GARDEN WALL PER CITY OF LA QUINTA STANDARDS . . I ..r . I . 16 L.F. � - CONST. 4'" CONCRETE FLATWORK PER ARCHITECT'S PLANS . � � � . � 966 S -F 7 � � .1 I I I I . r I I CONST 0.60' DEEPENED FOOTING r. . 1 . . . I I I . . � I I I . r - . I � 90 - L. P. . � r � r � . I I I r . . . I I .1 ,� I I r I r � I . I . , . I .1 I � r. . I r r I I � I r . I I r I � � r ' � r � I . I . r . I . . I I � . . I I . . . I � : *' ' . I I I I . r � � �� I I r ., r . r r r I . � r . � � I r . I - I . I � I 11 � I I I I . . I I I , '. , I , , . . . r I I I I I I I I � I r r r � I . I � I � � r . � I I � . I I r � I I . ' � r . I . I � r � . I ;�� : ' ' ' : r . , r I � � � � � r I r . � � . I , . I L I 1�? I - . I . 1�1 I �� . � I I . , � ;-�, � I r � r _ I r . I � . � I � � - I r � - I ese p ans are OULained Dy a search at we aVC111013le rec0ros. io ine Dest of our knowledge I I I I r I � � � . � I . . r , . . . . . r . � I . I I I I r . � I � � r I . � � . I A I V . fT/0 . . . I I � I . � I . r 1 � I r . : . I I . - . r . I I � . . r . � . � . . . � � I � . I I r I I �'� I � I r I r . r . . r I I � . I I . I I � . I . there are no existing utilities except as shown on these plans. The contractor is required to take � r . ..� . . , . . .. r . r ,. � 11 � � . .r I . I I r I ; � , r . � r I � I . �� .. , I I I I . I I . � r . I : r I I I r � I � I . � r I . � I � I 11. . 1. I . . � 1� r I r r . . I I I I r 11 I � - I ,r I I . . �. ,r . . 11 1. I r I I due precautionary measures to protect the utility lines shown on these drawings. The contractor I . I r . 1. . � . . I I � I � r I .. . .11 r . r . I �� I I I � � I., . r . . 1. I .r . . . . I r I .. � I I I r . I � � r . I I � . � . r, I � I . � I � . r . r; . r . r r . . . e. . r � I I I . I � I I I . i further assumes all liability and responsibility for the utility pipes, conduits or structures shown or I I I r r. . I I I � . � . r � I I . - r r � . I � r r r � I , � . I . . . � I I r . � .r . I � .1 I SffEADDRESS . r, not shown on these drawings. I . I , r � r . r � . I � � I r I . I I I � I . I I . I � � I I .� � r . I r I r r � � � . � � I r . r I I . I � r . P1, I I I . I r � I � I I .. r. , . r. . . No. 4371 4. . . . I I . � I I I .� 1 � I I r . r . I 1.� � r . r � I Construction contractor agrees that . in accordance with generally accepted construction practices, I . . . . I � I I � I . . .� I I I . ''I r � . . I � I . , � . � . � . r � ! � � . . r . I . r I . r � I . . I -or Exp. :3/31/201.3 * I r . ' r I . I r . I r r' I . I . I . .. I . r 52-070 Avenida Mendoza I � �� . � r . . I . � I 11 � I I � . . r r I . I � .1 � I � I . r I r I I . r construction contractor will be required to assume sole and complete responsibility for job site r � r I I . I r I � I . I . � � . �, I I - .1 r . � r � :, . I . . r � . � � . I . r .%. . r � � I r � I � r I r .1 I r I r � � I � � � � . I r � r .11 conditions during the course of construction of the project, including safety of all persons and . r I I I � I . I r . . . I �. I I I I r .1 � . r Ir r I r I . I I I I . r I r . � r . I r � � � r I - . I I I , I � . I r . I .. � r I I . . I . 11 . � I . I . i I � r . � 1 .1 I r � r I � . r I I . I r r . rmal . r r r I r ! . .1 . � I . . r I property; that this requirement shall be made to apply continuously and not be limited to no I r I I . . I I I . I I � I I . r I � � I I r r I . I working hours, and construction contractor further agrees to defend, indemnify and hold design . � . . r . � r . � . " � I . . C I I r r I � . . . I r � . - � ,. r r . � I . r I . I I . . � 1, I � . � r r I � � . professional harmless from any and all liability, real or alleged, in connection with the performance . � . .r I . I r . r , 11 11 . r r . I I I r I r . � I � 1. . I I .1 . I I . I . . r I � I __ - . .. , I � I I � of work on this project, excepting liability arising from the sole negligence of design professional. . __ r - I I � � 1111111111111111111111111111 r I r I . ,r � 11 I r . . I . . . .1 � - I I � I . .r I I I � I r . . .. I I r . . I REVISIONS: . � I I � 11.1 CHECKED AND RECOMMENDED FOR APPROVAL BY- r . I : I . � . I . � . � � __ � . . , . . I � I r I NO. BY DATE ,, � r � r I ,r I I � I LAND I I I 1 231 �3 . E. Philadelphia St.; Ste. F r I . I . I BENCH- MARK:' P.D. io-m � OF r . I i . I r I � � r DESCRIPTION APP DATE r . I I I r . Ontario, CA 91761 . . � r I . I TA , . i , . r I CITY LA QUIN,LZA 1 � I � I BR4SS W IN CONC. .30' NO. OF G4LLE .. I . � . I I . I I . I � . & VEL OPMEN T (909) 9 . 30-1466 - F r AX (909) 930-1468 1 1 1 . .. r C111HUMIA, BEMM AVE. RUBIO AND AVE. DAZ, . � _ - Important Notice - Unde[ground Serice Alert . � . r. r I I I r �� . I . I 11 I I r � I 11 �. . � r i � r r r I I . 6' W. OF PP 14810i - r r I I r � � . . I . I SHEET . - I - I r r � . I . . COMIDA r . r . I � I I � � I r .SITE PLAN . = Section 4216/4217 of the Government Code requires . Aof-SIGN r r r . . � � ELEV 151.735 NGVD. 29 DATUM I I � � . � I r . � . a Dig Alert Identification Number be issued before a I . r . r I . � � � . I � . r. I I I I r :r � ... I I . 'Permit to Excavate' will be valid. For your Dig Alert I r . I I I I . I � � NY, LLC . PLANNING - CIVIL - SURVEYING . I SCALE: - , A.S SHOWN . I � . I APN 773-233-004 LOT 19, BLOCK 94 � Identification Number call Underground Serviice Alert . I � � I I SITE BENCH MARK: � I I . � . . , E- DIRECT SU YJ610N OF: � I � , . . I : I --- � � I TOLL FREE at 1-800-227-2600 two working days I . , I I . I 1. I PER . . I PLOT DATE: , 09110112_ TOP OF CURB BCR AT THE SOUTHEAST CORNER OF 1 . I before you dig. � I . . � 77MOTHY R. JONASSON, P.E. . DATE _,��, � . I I DESIGN.BY.- I . Up , OF C4LLE DUR4NGO AND AVENID4 MEND02A PER , UNIT11 SANTA CARMELHA AT VALE LA OUINTA , I I I I I I I . I � . � PuBuc wows DiREcToRldry ENGINEER � 411111 t - ,� . � I I . STREET 1UPROVEMEW PLANS � I � � SEC. 1Z T6S., R.6E., S.B.B.M. . I . I I I I . . I R.C.E 45843 EXP. 1213VI2 � I . � � ,� - - - - . I � ,� . DRAWN BY: , UP I �� "TF -0 R: FILE NO. __ ___ I I I I I � I . 'DA TE . KEVIN "J."RICHER RCE 43714'� EXP. 4/31/13 . � i � .. I . 1 ELEV- 63,17 1 . ,I . . . 11 W.O. � I . _111111111111111111 I I � .. I . . � �. I I I . � . I . 11111111111 I CHECKED BY: :KJR , 11 . . . I I . � I I -_ -_ __ I CANADAY & COA4PANY I DWG: � . I I --- I . . � . I � . I � 11 � I I I . � I . . . I I � - � . . I I � I . . I . . I . I . . . I I I I . I I � � I I I I . I : � . I I I - I I . � . I �. I I . . � I I . . , I � , I I I � . 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