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13-0525 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00000525 Property Address: 52090 AVENIDA MENDOZA APN: 773-233-005-18 -000000- Application description: WALL/FENCE Property Zoning: COVE RESIDENTIAL Application valuation: 1164 Applicant: r� V (;e4,6t BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: CT PROPERTIES INC 3194 AIRPORT LOOP DR C-2 COSTA MESA, CA 92626 (714)327-1710 Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensedunderprovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License CIats: B / . I , Lirense Not: 930614 4&NER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within 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.l• (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Contractor: CT PROPERTIES INC -3194 AIRPORT LOOP DRIVE, COSTA MESA, CA 92626 (714)327-1710 Lic. No.: 930614 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/06/13 MAY 061013 191 ------------------------I ---- --- �a1KM---- -- WORKER'S COMPENSATIO ICE DEPT I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is f issued. ave 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 insurance carrier and policy number are: Carrier STATE FUND Policy Number 167794 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the % orkers' compensation provisions of Section y s /3700 of the labarrCod , I shall forthwith co ly ith tho provi i s. Dat ` Applicannttom///yy'' WARNING: FAILURE TO SECURE W RKERS' C PENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, 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. 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 permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to buildifi3 construction, and h reby authorize representatives of this cou y t enter upon the above-mentioned prop )ty r in tion pur os � . Daf6. - Signature (Applicant or Aqen Application Number . . . . .. 13-00000525 Permit . . . WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 29.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 1164 Expiration Date 11/02/13 Qty Unit Charge Per Extension BASE FEE 15.00 7.00 2.0000 HND BLDG 501-2,000 14.00 ---------------------------------------------------------------------------- Special Notes and Comments PERIMETER & COURTYARD BLOCK WALLS PER ORCO STANDARDS 31611HT X 26 IN FT; 51HT X. 23 LN FT; 6FT HT X 10 IN FT APPROVED PER S.T. ---------------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited ----------------- Due ---------- Permit Fee Total ------------------------------ 29.00 .00 .00 29.00 Plan Check Total .00. .00 .00 .00 Other Fee Total 1.00 .00 .00 1.00 Grand Total 30.00 .00 .00 30.00 LQPERMIT Bin.# City. of, La Quinta Budding 8L Safety Division P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 -:(760) 777-7012 Building Permit -Application -and Tracking Sheet Permit # U �"� Project Address: �5� O SD AqV 1ne n o1o 2q Owner's Name:. C T 6 s . _Z" C A. P. Number. --7 7 3 Address: 3195/ �'�`� �,� .L�•• off.: c-� Legal Description: Lo -,4-/ ® /3 GK � fV L./.,,'� / . / Ci ST Zip: City, P Cos Contactor. %!/-/'O t �1i`C S -+�•�C Telephone: % 3 � / 7/ �. s Address: / �tj/ , L -o 2 /d C-; Project Description: City, ST, Zip: �oS �< McS6 C a 5 6 2 (o / �e r/ ►� �� we A.-% d c4 ✓i A%,01.16 1 Telephone: WAI3a 717/Q �} -3 <G'• oZ �/- • . ` _ 5 •D + ,( 3 Lf State Lic. 3 ® Arch gr. Designer S 0%'I L /{%� Q 4 Address: 18061 /441% S f . i d t i City, ST, Zip: �4 .n �<. 4 4 1 A 70/ �j� S r�0 � Ot.�• Tele hone: 7� i.3 � ��Or State Lic. #: S .2 3H- w> �. Name of Contact Person: �p ��rT �� Ile, f onstruction ype: - V 6 Occupancy: 4- 3 .V . Project type (circle one): New -Add'n Alter Repair Demo . Sq. Ft: # Stories: # Units: Telephone # of Contact Person: 74 a. 2 7 g" a 7.3 Estimated Value of Project: 3 sy S APPLICANT: DO NOT WRITE BELOW THIS UNE # SubmIttal Req'd Recd TRACIONG PERMU FEES Plan Sets �! Pian Check submitted L Item Amount Structural Gales Reviewed, ready for corrections Plan Chcck Deposit. . Trans Cates. Called Contact Person Plan Check Balance Title 24 Calci. Plans picked up Construction Flood plain plan Plans resubmitted Mechaldcal Grading plan 2`' Review, ready for correctionstissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '^' Review, ready for correctionsfissae Developer Impact Fee Planning Approval. Called Contact Person AXP.P. Pub. Wks. Appr Date of permit Issue Sedool Fees I Permi Fees FOR CONSTRUCTION ` DATE Y BY S7 ' I s To LMYLlGHT M.8 - CONT SEE CHART FOR REQUIRED REW AND F007ING DIMENSIONS. CITY OF LA Qb ORCO STANDARD 6' TO 8' CMU SITE WALLS E= OPTIONAL HAT CAP DESIGN CRITERIA: PER THE 1010 C&C 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSP 1. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF J. GROUT STRENGTH - 2000 PSI 0 28 DAYS. 4. REINFORCING STEEL : GRADE 60. S 1500 PSI MASONRY COMPRESSION STRENGTH. 6816, 6616, OR 6618 C4U GROUTED ONLY@ VERT STEEL NOra., 1. O0AX RETE BLOCK SMALL CONFORM TO ASTM C 90. 4" DROP-IN BAR 2. CONCRETE FOR fOO 7NG SHALL BE 1 PART CEMENT TO 2-19 PARTS SAND TO 3-112 PARTS GRA VEL WITH A MAXIMUM OF 1-1/1 GALLONS OF WATER PER SACC PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPEII/V. k = 2500 PSI 06 STD JOINT 3. EE SHALL B DEFORMED AND CONFORM TO REINFORCEMENT ® 24' 01C ASTM GRGST CALFS - 4 RACES FOR i 8 6t 8' WALLS). LSF OSSID. 4. REHM SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN FOR SLUJNP BLOCK Vrfaaf IT IS LOCATED. NOTE FROVME 04 DOWEL A S. CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND t4 DRC0.IN BAR AT FAO( PATTERN WITH VERTICAL CONT7NUITYOF THE CELLS CNNO. SIDE OF CONTROL JOINTS, 8" OF WALLS AND @ WALL 6. ALL BLOCK CELLS CONTA/MNG VERTICAL REB4R SHALL BE SOLID HUGHT 014NGES GROUTED, 7. USE TYPES MORTAR PROPORT7CTNED LisLw ASTM C270 PART CEMENT TO 1/2 PART UMETO 4.1/2 PARTS L14MP,-L0OISFS4ND. T DOWEL @ CENTER OF CNU. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT 144Y CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WFA THHT CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SRE IS SLNF7L7ENT TO ALLOW GOOD GROUT F.OW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT PLOW WITHOUT SK7TEG4TION OF THE CONSITUENTS f SETVAOCL SEE CHART 9. BLOCK STEM MAY BE WET -SET 1-1/2' IMO THE FOOTING WHILE THE CONCRETE IS PLASTIC BLOCKSTEN MAY BE PLACED TO EITHER EDGE OF THE TREM N TYPE FOOTING v 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR C4 COMPACTED PILL WIN MINIMUM III2 L COMPACTION OF 90 96. I I—� Pj4K 11. h7RST INSPECTION TO BE AFTER BOOTING TRSYCHESARE READY FOUR COAX RETEAND ALL REQUIRED STEEL IS TIED IN PLACE SECOND BY5PLCTTON TO BE WHEN THE REQUIRED VERTTCAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MWMUM CONTROL JOINT SPACING 40'01C- 20'01C FOR 04 HOR2. CONT WALLS TO BE MORTAR WASHED OR STUCCO COATED. �Q Th ' I s To LMYLlGHT M.8 - CONT SEE CHART FOR REQUIRED REW AND F007ING DIMENSIONS. CITY OF LA Qb CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX. L O EAOI ODE Of Riau w u►,aevc niaews R W/ N DROP -A/ BIR DESIGN WALL TRENCH FOOTING 'X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH #4@ 40' 0/C #4 @ 40" 0/C 6'-0' 2'-0' ID+I'-9- V 36• O/C - 19• CMU 36' 0/C - le' CMU N p_ W" #4@ 40" 0/C #4 @ 40" 0/C Q 6'-8 2 -2 ID+I'-9" 36" 0/C - IB' CMU 36' 0/C - 16' CMU Q Z W w a = N #4@ 32" 0/C #4 @ 32" 0/C 4.. T-4- 2'-4' ID+I'-9- zr oic - 16• crw n• o/c - Ir CMU � E N Lo °o#4@ 24" 0/C D+I'-9' #4 .@ 24' O/C 8'-0' 2'-6" I 1e• oic - 1e cMu 36' O/C - 16' CMU • oo� a"v. L O EAOI ODE Of Riau w u►,aevc niaews R W/ N DROP -A/ BIR ' ..ra¢mrr.o'vas1au�em- 1"01'gX, /it WMDI+WGaT QaMIR1�Q r•O/r CONK. Ra7RNG FOR SIDEI'ARP REnAm WALLS www ARA/NIGESWA E OCCLA= A LI BLOO( 94YLBTOUr*SWALEGUM PROVIDE N OONB AAV 04 DRQ7 X BIR ON &CH RVf O° THE I/2 BLOCT(DUlN - AS 9 olw.. CITY OF LA QUINTA -' 0• L -ML Coco fmGM•I oV — m WAowwowragwwv, FOOTING STEP DETAIL QVLOFESS16 . LUy L ~ C31925 * Exv.12-31-2012 rrgT C' v R OF CA�IF� . D FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: . . : APPROVE CALIFORNIA IN THE CI T Y OF LA OUINTA COUNTY Y OF RIVERSIDE, STATE OF . .: DATE LEGEND: . . DATE TIMMOTHY R. JONASSON, P.E. L • GREG BUTLER .PLA I S1 b. N BUILDING AND SAFETY. DIRECTOR P UBLIC WORKS DIRECTOR . . I I , � � ;: _ A FF FINISH FLOOR ELEVATION cITY of LA QUINT . . � �, .. � -. -1 - - . � ICITY OF LA QUINTA I - FG FINISH GROUND I I ;. 1. � � 1. I � .... 11 FS FINISH SURFACE . BREAK , GB GRADE . . - . FLOOR CK 941. GF GARAGEAPN 773 233 005 LOT 18 BLO , ' I.1 . IG DINT HP H H P .; . :1 PAD FINISH PAD ELEVATION ON UNIT 11 SANTA CAIRMELITA AT VALE LA OUINTA EG EXISTING GR ADE Nii PUE PUBLIC UTILITY EASEMENT . GRADIN _ - a,, END OZA TC TOP OF CURB 52 090 AVENIDA M QUINT AND THE STANDARiD E IN ACCORDANCE W17H THE STANDARD PLANS OF THE CITY OF LA Q FL FLOWLINE 1.. ALL WORK SHALL BE DONE ARDS AND SPECIFICATIONS . :.SPECIFICATIONS EOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND REIVERSIDE COUNTY STAND NV INVERT : 46 LATEST EDITION. ' ORDINANCE N0. 1 . TG TOP OF GRATE : E CITY OF LA QUINTA OR OTHER GOVERNMENT AGENCIES :2. THE COfV1RACT0� SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE : ACTOR WALL OF WALL : 3. THE LOCATIONS OF EXISTING UNDERGROUND U77UTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTR S TW TOP _ , _ RESPONSIBLE TF TOP OF FOOTING DETERMINE THE EXACT LOCATION OF ALL EXISTING G UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY N AND ALL 0 EXACTLY LOCATE AND PRESERVE ANY TOS TOP OF SLOPE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE T UNDERGROUND U71LI71 0 OM OF SLOPE WARMIING BOS B TT ACEME T OR RELOCATION OF ALL REGULATORY, . 4. THE CONIRACTO�. SHALL BE RESPONSIBLE FOR THE REMOVAL, REPL N I. WS WATER SURFACE ND GU DE SIGNS. "' A 1 TRAFFIC TP TOP OF PAVEMENT 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. - CATION SHALL BE APPROVED BY THE CITY ENGINEER. . STRIPPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LO EXISTING CONTOUR (100) N THE PLANs oR FouIN 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS N07ED 0 , OUR 100 .CE.. NUMBER PROPOSED CONT DURING CO STRUCTION. REMOVAL AND :REPLACEMENT SHALL BE DONE BY A REGISTERED .CIVIL ENGINEER WI1N AN R ON ... 100.50 . : N EXISTING ELEVATION ... ONLY. ( ) BELOW 33 966 OR A LICENSED LAND SURVEYOR Y. UILDING COIDE 1 EERED GRADING REQUIREMENTS OF THE UNIFORM B , FINISHED ELEVATION ....... 101.50 7. GRADING SHALL EE DONE IN ACCORDANCE WITH THE ENGINEERED A A IED N D DRAINAGE SW ALE -� .� ": LATEST EDITION AND SOILS REPORT NO �_ PONE 1. I;: PREPARED BY TELEPHONE - - I. PROPERTY LINE R I US ING OR , URS PRIOR TO ANY GRADING BR H E CITY PUBLIC WORKS `DEPARTMENT 48 HO , ,. -. 8. THE CONTRACTOR SHALL NOTIFY 7H BL W y.. - , n- OR TO REQUIRING INSPECTIONS CENTERLINE i CLEARING AND E(' HAS£ OF CONSTRUCTION AT 760 777-7075 'AND 48 HOURS PRI Q TE I CL A >,H P i - F :. ,..,.' : . E TEMPORARY t <_ -,, DRAINAGE STRUCTURES, _ N G OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DR A E . ,.•. , , . _ � .:.... . . .:. ..•, . • • : , •, . _ _. � ..... ., _ _,, 9. DURING ROUGH Gi ADIN IG OF WAY R W y AC PROP£ 7Y. _ x . L AL E PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJ ENT R ,.F... . ' DRAINAGE CONTR SH L B EXIST 8 SEWER LINE CUPANCY SHALL BE ILE OF UMAN OC Q OF E UIPMEN THIN ONE HALF M H OFI�RATIONS AND MAINTENANCE Q T WI � _ _ 10.' CONSTRUCTION EXIST. 8 WATER LINE WS ': .. '. ME PERIODS AS FOLLOWS < ' :.PERFORMED ONLY DURING THE T1 P , DEEPENED FOOTING - RDAYB:oO AM TO 5i 00 PM T 0 IDA 7.00 AM TO 5.30 PM SA TU _ OCTOBER 1st TO ,PRIL 30th• .M NDAY FR Y . - / P773-233-004 A N N IDAY 6.00 AM TO 7.00 PM SATURDAY 8.00 AM TO 5.00 PM EXIST.BLOCK WALLMAY 1st TO SEPTEMBER 30th. MO DAY FR / 1 M ON SUNDAY OR FEDERAL HOLIDAY. . ALL BE PROHIB TED ANY 7I E SCREEN GARDEN WALL TE VACANT WORK SH ' OR S ECOMMENDEID _ N E ENTIRE SITE A R ROOF DRAIN CONNECTION 11. AFTER CLEARING. EXISTING GROUND SHALL 8E SCARIFIED TO A MINIMUM OF 6 0 TH :, ; .BY THE SOILS REPORT. " : U AND ILL SLOPES 2.1 3 MIT BOLCK 12. MAXIMUM CUT A F PE11 0 FINISH .. 11 CONCRETE F H PERCENT 95 RELATIVE DENSITY. . � 13. ALL FILL MATERIAL. PLACED UNDER .THE STRUCTURE SHALL BE COMPACTED TO NINETY-FIVE .( � . FOR DRAIN , HALL BE MINIMUM OF 0.3 DEEP AND BE CONSTRUCTED 0.00 14. MINIMUM BUILDINGPAD DRAINAGE SHALL BE 21 DRAINAGE SWALES S A 65.2 64.7 F S ALES S ALL BE 0.50 N. ( ) 0 65.1 66.56 A MINIMUM OF 2. OM THE TOP OF CUT OR FILL SLOPES MINIMUM SLOPE 0 W H . I 11 71 � , 3 _ 4 1 . , IN VE 95 PERCENT of MAXIMUM DENSITY AS DETERMINED BAY UNIFORM . " EG 15. ALL FILLS SHALL IiE COMPACTED TO A MINIMUM OF N ETY Fl ( ) - i S 8,9 59 53 E ' DIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMED IIN BUILDING CODEScC. 7010 `OR EQ I .. .. - ACCORDANCE `WIN THE UNIFORM BUILDING CODE SEC. 7002 OR EQUIVALENT AS DETERMINED BY THE CITY ENGINEER. O NTE11 I _ . . , _ -; THE SECTION IS 3 A.0 4.5 CRUSH A.B. ADD1110NAL SOIL TEXT SHALIL 0 16. ALL STREET SECTIONS ARE TENTATIVE, THE / , 66.12 TC •:•,: - 0.50 _ w .. , ,. , . 66.38 PROVE FINAL STREET SECTION. .. .. a . • BE REQUIRED AFTER `ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO P DRIVEWAY APPROACH RE IRES A SEPARATE. ' .• • � •. • 'n G CY AND 'SMALL R' APPROVED TESTING A EN 65.62 FL7 :.... • -� . ,, : 7 LOCATION OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER 0 PERMIT AND INSPECTION FROM CITY OF LA QUINTA � � y ,.:.. .,., „ :. , •.a • .1 •..r..••. Y. • . .• V. LL FILL PLACED. TESTING PUBLIC WORKS DEPARTMENT. 66.18 , . , , ; x .,. •. : BE SUFFICIENT ►N BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE "TESTING OF A 65.68 , ,.. . _ ... .. 0 TO THE NORMAL REPRESENTATIVE SAMPLINGS. :. ry . 7 a:.,. ,, -% .r. -1. ;1N AREAS OFA .Cf;I71CAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDI71 N . ,•f • .� . ,. .,.. •,,, .. V • 1 ALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING BUT NOT .. _ .' _ .:•.•, -a. 18. ALL FACILITIES WITH LATERALS, SH , . 52 .090 Avenida Mendoza V.. , o 4 r .. . ,.. t r , . S D DRAINAGE. - - i .. .. . , LIMITED TO THE FOLLOWING. SEWER, WATER, ELECTRIC, GA AN 0.00 POOL_ !� I „ ,•• �. Pian 1A Hi •. ... ... m • � _ _ P - ,. � .. ,. _ N APPROVAL STATEMENT THAT NOTE 19. THE FINAL UTILITY NE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE A ..... 1. . •. .. E BACK LL SSU ABLE OR THE INTENDED USE. _ _... ... .. .z .. .. .: 7H Fl 1 IT F ALL FILL MATERIAL PLACED UNDER THE STRUCTURE ,. r v~i 3 a. ,/! k .. • .. _ ... .. • . r, 01 ENGINEER SHALL CONTAIN THE TYPE OF FIELD lEST1NG I/ , .. . .. 20. THE FINAL COMPACTION REPORT AND APPROVAL FROM SOIL .,•.• t SHALL BE COMPACTED TO NINETY FIVE 9596 .. • • .• •, , N .. ; ..,,. • ....,w r8 _ . • G7%O FF , _ PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN PLACE DENSITY. WHETHER SAND CONE R RELATIVE DENSITY. ., . i , .... .. • . ,: • .. . • ..•. v , ..• , • ....• w ..,, DRIVE RING AND SHALL BE S0 NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO .. . .............. 67.03 PAD Q -� r.. _ VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. LJ ,.:. &... er . 1 .00 .. 21. ALL TRAVELED WA (S MUST BE CLEANED. DAILY OF ALL DIRT MUD AND DEBRIS. DEPOSITED ON THEM AS A RESULT OF THE GRADING . Z , .! •. �.. .(.. ; NOTE � ...... , ..., ,� ._. : 8 ' c� 10 m , . • OPERATION.: CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CIN ENGINEER.' 1. k 22. BLOCK ALS ARE,, NOT RT OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT. FINISH FLOOR OF HOUSE IS A MINIMUM OF 1.0 _ ,�,..... CC : o MANUAL OF WARNING 6 , 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE W17H THE STATE FEET ABOVE DATUM POINT MEASURED AT THE , .., � . O ELIMINATE ANY HAZARDS ..... _. 3 , SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER T TOP OF CURB AT THE CL OF THE LOT. o S .. .. :' 10. 0 .• . :• . ..• . ;.._ h 24. E SOIL GINE ND NGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE .. .. o • :. TH SEN ERA E • , ..p r, ... .. ••4. . , , .. :.; SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. • .... . , COMPLIANCE W1 TH THE PLANS, SPECIFl lI , 1 ... _ .. sic ,. . .�. .• ... . • .. r . . .. ,, . + .. ¢ E COMIPLIANCE . •: . _ , .. 25. THE DESIGN CIVIL` ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE NOTE ...:. • ............. .1. .. WITH'THE PLANS 'SPECIFICATIONS AND CODE WITHIN HIS PURVIEW ,. - :. '• 1, A LETTER OF CER TIFlCATION FROM THE ENGINE ly ... � W ER OF WORK STATING THAT THE GRADING ' _ HAS BEEN .. .... .... .. � .r. .• •..: : 6 : G EE SECTIONS AFTER SUBMII?AL F R .VALUE TEST. FOP? cv . • ., 1... ,'+.. .. _ .� _ , , 2 ,THE CITY EN (NEER WILL REVIEW FOR APPROVAL THE FINAL STR T 0 .. .._�. V 0 • a COMPLETED PER E P r . P THE APPROVED PLAN AND C I o1. - A COMPACTION REPORT FROM A SOILS ENGINEER ON _1. T . .z oo ROADWA SUB BASE _.. Y .. , •r . Gara e ALL FILL AREAS IS REQUIRED ED PRIOR TO THE BUILD . Q TNG PERMIT ISSUANCE. :. M - � COMPACTION WITHIN THE .. , . M 27. THE CONTRACTORINFILTRATION FACILITIES DURING .. .. IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM 'WATER •: .. M Q .. , .. BUILDING PAD MUST BE AT OR ABOVE 9596 CO 3 a. , co COMPACTION BASED ON ASTM D1557. cn . .. M o 7X MIN.Vo I % ,.. .. ...• . _, o CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM _ i _ ... .. . , ...... t. .. , _ � .__ _ Z ESE C O CI N P . _ s , � ... ,. ,. . , .. co _ DRAINAGE RETENTION NFILTRA710N FACILITIES THE CONTRACTOR, SHALL CONDUCT, IN ;THE PR N E F THE TY 1 S IECTOR, A11 . .. •n .. d.Q c c c 1 �' PERFORMANCE 7E� £SIGNED TO CLQ. n - - __1. .. . . � _, L 1 DEMONSTR/I TE THE FU,"�CTIONAL ADEQUACY OF_:TN•_ FACIL, TIES ' ._,... .. _ _. - , - r , . . , .. - ... « _ , : 8. oNTRAC a , .. _. ._ _. _ _. 2 .THE C TOR .HALL PROVIDE WIND EROSION `AND DUST CONTROL MEASURES AS RE``''UIRED BY Th.. FUGITIVE DUST GONTRG� ,t .. , £LEC .. .... 1 67.03 , 18.00. .a. . _. D 0.00 CLR. 11 • . 2 8 8 PLAN APPROVED FOR THIS PROJECT - ::P.B.HP P 66.63 TC .. FL _ _ 6.3 - , _ 6 1. _ 66. 5 1 FL 71.5 ( ) 66.91 6 0 _ LEo U _ POOLE IP. _ Q -- . 1 0 . P.P. _ 0 -WATER .50X' AVENUE 52 -+n SERVICE :. �_ N . 12.00 a , 9 9 S 8 5 5+3 E � : 100.00 `. o: 73.7 66.6 72.4 37 66.68 15 �_ 7 . TC I, o 65.9 2 72.4 . ' 65.4 ( ) EG TW EXIST. BLOCK - M1. 66.18 FL ,I 11 OMIT BOLCK WALL 1 11 a 3 o e Q o - - o _ I b h 3 FOR DRAIN 5 . CALL£ DURANGO © Q I I 8.00 5.00 JOB - PROPOSED - � RESIDENCE SITE . : Z 2 VICINITY MAP . . NO SCALE PROPOSED BLOCK WALL >� : o EXISTING BLOCK WALL CALL£ SONORA1. CS F.F.= 67.70 : o 52120 MENDOZA , . 1.50 PAD= 67.03 1.50 . 68.2 FF ,,, ( 1 (VAC -%41477) _ ,. I 11. i ? : 20% MIN. 4X 'fit:11 1 4X'i �M/iy, ;1 1 11 �. ,� ,,. ;' . `: 0 3 - t, w11. • I 1 SECTION - � . ri I I I I � I I � . . . � I 11 �� . I . I I . T NBB /� SECTION A -A T .. OF t.A U 1N _ TY �.: 1 CI . !v0 SCALE , S Quantities NO SCALE Earthwork uantftl s T.' _ DEP ._ ; ; fETY .: BUILDING NG SA FM f. L FI L - 77 C.Y. .. D . 11_ V E , R O CUT 34 C.Y. P P TI _ T R UC >,j.1. O N S _ FO R ... NOTE: :, Quantities shorn are for permiturposes only. Contractor is responsible for his/her own Quantities A• , Topography done by Michael Platt Consulting In JUNE of 2012 PRIVATE ENGINEER'S NOTES TO CONTRACTOR The existence and location of any underground utility pipes, conduits or structures shown on these plans are obtained by a search of the available records. To the best of our knowledge a contractor is required to take W o existing utilities except as shown on theseplans.Th there are n e n u 4 9 P ..a; X11 C HUUfYCbS measures to protect the utility Imes shown on these drawings. The contractor dueprecautionarym s 9 P Y e tit pipes, conduits or structures shown Or er assumes all liability and responsibility for the utility r n furth a m I C►• 43 4 - N 71 , Y P Y Y P P - 52 090 Avenida Mendoza not shown on these drawings. . Ex 3 1 13 9 p accepted construction practices, . Construction contractor agrees that in accordance with generally a c 9 9 Y P P • � o job site construction contractor will be required to assume sole and complete responsibilityf r c`S P 4 PJ � 11 l V � q and T t of the project, including safety of allpersons conditions dunn the course of construction r 1 9 Y 9 PF F� , OF A1- . II a made to apply continuously and not be limited to normal C that this requirement shall b m property; q PPY Y working hours and construction contractor further agrees to defend indemnify and hold designn all liability, real or alleged, in connection with the performance professional harmless from any and I I ty, g of work on this project, excepting liability arisen from the sole negligence of desi nprofessional. P J P 9 Y 99 CHECKED AND RECOMMENDED FOR APPROVAL BY• REVISIONS. 2313 E. Philadel Pia St. Ste. F - BENCH MARK: P.D.05 70 LAND P ..CIT . � , Y OF LA UINTA -- - _ --- -- _ --- � Ontano- CA 91761- 17DdM I`dD TAI MAU` c;A AIA'AC /+AIIC F . .. Important Notice - Underground Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. CONSTRUCTION NOTES AND OUANTI T Y ESTIMATES , NO. DESCRIPTION - . QTY. UNIT' 1 CONST. ` DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. 221 -- ' '124 S.F, I 2 HORIZONTAL SWACUT EXISTING CURB 22 L.F. 1. 3 CONST. 6' 'GARDEN WALL PER CITY OF LA _QUINTA STANDARDS 100 L.F. 4 CONST. 5' GARDEN WALL PER CITY OF LA QUINTA STANDARDS 36 L.F. 5 CONST. 3.5' GARDEN WALL PER CITY OF LA QUINTA STANDARDS - 16 L.F. 1, 6 CONST. 4" CONCRETE `FLATWORK " PER . ARCHITECT'S PLANS 977 S•F• 7 CONST. ' 0.50' 'DEEPENED FOOTING 39 L.F. 8 CONST. 3" CONCRETE STEM. 761 LF. a contractor is required to take W o existing utilities except as shown on theseplans.Th there are n e n u 4 9 P ..a; X11 C HUUfYCbS measures to protect the utility Imes shown on these drawings. The contractor dueprecautionarym s 9 P Y e tit pipes, conduits or structures shown Or er assumes all liability and responsibility for the utility r n furth a m I C►• 43 4 - N 71 , Y P Y Y P P - 52 090 Avenida Mendoza not shown on these drawings. . Ex 3 1 13 9 p accepted construction practices, . Construction contractor agrees that in accordance with generally a c 9 9 Y P P • � o job site construction contractor will be required to assume sole and complete responsibilityf r c`S P 4 PJ � 11 l V � q and T t of the project, including safety of allpersons conditions dunn the course of construction r 1 9 Y 9 PF F� , OF A1- . II a made to apply continuously and not be limited to normal C that this requirement shall b m property; q PPY Y working hours and construction contractor further agrees to defend indemnify and hold designn all liability, real or alleged, in connection with the performance professional harmless from any and I I ty, g of work on this project, excepting liability arisen from the sole negligence of desi nprofessional. P J P 9 Y 99 CHECKED AND RECOMMENDED FOR APPROVAL BY• REVISIONS. 2313 E. Philadel Pia St. Ste. F - BENCH MARK: P.D.05 70 LAND P ..CIT . � , Y OF LA UINTA -- - _ --- -- _ --- � Ontano- CA 91761- 17DdM I`dD TAI MAU` c;A AIA'AC /+AIIC F . .. Important Notice - Underground Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig.