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12-1324 (BLCK)c P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number:. 12-00001324 Property Address: 52692 VIA DONA APN: 772-410-999-4 -298944- Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 5625 Appligant; Arohitoot or Cngincei . IIII,�4-- ------------------ LICENSED CONTRACTOR'S DECLARATION 4 BUILDING & SAFETY DEPARTMENT ` BUILDING PERMIT / 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business aO Professionals Code, and my License is in full force and effect. License Class: B I License No.: 533670 Date. (� Contra r: OWNER 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 vinlatinn of Section 7031.6 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.). (_) I, 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.). (_) 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 Owner: CHAPMAN JIM/ SUNROSE CORP 40101 MONTEREY A RANCHO MIRAGE, C (760)773-6633 Contractor: SUNROSE C6RP6RAT 40101 MONTEREY A RANCHO MIRAGE, C (760)773-6633 Lic. No.: 533670 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/07/12 ------------------ WORKER'S COMPENSATION DECLARATION 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 issued. 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 insurance carrier and policy number are: Carrier STATE FUND Policy Number 1948056-2012 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 su I.ect to the workers' compensation provisions of Section 3�7t00 of the Labor de, I s all forthtfrtompy with tho provisio Date:/ �f/ Appli nt: WAR NIN FAILURE TO SECURE WORKERS' MSA OOVAGE 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 oulma, 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 building construction, and hereby authorize representatives of this cou y t enter upon the above-mentioned pro y r inspe i n pur es. Date: /f % Signature (Applicant or A nt): a � Application Number . . . . . 12-00001324 Permit . . . WALL/FENCE PERMIT Additional desc . Permit Fee . . . . 81.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 5625 Expiration Date . . 5/06/13 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 225 LN FT X 6 FT HT GARDEN WALL TO CITY STANDARDS, 2010 CODES APPPMED Ry E.T. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 81.00 .00 .00 81.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1.00 .00 .00. 1.00 Grand Total 82.00 .00 .00 82.00 LQPERMIT Bin. # oty of La Quin to Building 8f Safety Division P.O. Box 1504, *78-495 Calle Tampico La.Quinta, CA 92253 - {760} 777-7012 Building Permit -Application and Tracking Sheet Permit # '1, 1 Project Address: Jam- ' -� VIA 114 Owner's Name: !ti( 7�f%1 v�► G�4 7 — 0 / D -' �D Address: A. P. Number. -77 // Legal Description: !-,^�—' %!Q. ��$ % - City, ST, Zip: S •moo Contactor. t,� � � /� • - Telephone: ..:: �. � � ` Address: 40 /O'/ L//�}� �a / jeet Description: (� City, ST, Zip: qAX Telephone:? 0 7 % {r ... :r �. Ui State Lie. N: City Lie. #; Arch:, Engr., Designer: �• �C A -:) F 7 - Address: Address: City, ST, Zip: Telephone: Construction Type:.Occupancy: State Lie. #: ;�w��'. _' < 4� N Project type (circle one) New dd'n Alter Repair Demo Name of Contact Person: Sq. FL:2#Units: Telephone # of Contact Person: Estimated Value of Project . APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calls. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs. Coled Contact Person Plan Check Balance Title 24 Cates. Pians picked up Construction Flood plain plan Pians resubmitted Mechanical Grading plan 2`i Review, ready for correctionsftssue 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 correctionstiissue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees IN THE CITY OF LA QUINTA, COUNTY' OF RIVERSIDE, STATE OF CALIFORNIA GENERAL NOTES �IS� nRA[DING AN 1. ANY GRADING . SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT - 2. THE CONTRACTOR IS A UTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO TH HIDEAWAY LST 4D7 TRACT 29894-4 M.B. 3 ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR PORTION 0 F SECTION 9, T . 6 S . , R . 7 E . , S B B & M CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION ONLY. ALL OFF -LOT C4:sTRUCTION ACTIVITY I + 'p' THER IMPROVEMENTS IN THIS STREET TIGHT OF WAY I 1 ?:_.. m..... 51/49-57 SUCH AS DRIVEWAY APPROACHES OR 0 I SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA CIIINTA PUBLIC I I I I 1 I ass t WORKS DEPARTMENT. I : i '` I I 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. I I I I �M TORS ARE RESPONSIBLE FOR ENSURING THE I I 1 . % a. 6. THE CONTRACTOR, AND ITS �C I I DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES f I _ �' f I {�` t� I OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. I I I I I 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, I ,V+ - ,3 1 5: t THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 3 7", . 1 I I ,.at 6" AND THEN COMPACTED TO NINETY PERCENT (90X) RELATIVE DENSITY PER A.S.T.M. I t° Mr: LOT 3D A" SPECIFICATIONS. I I I 1 I I )`., - t`} PE -(1009.6) z, 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE I 2<zG"> 3 ; 1 ,~ ~�~ \~'§5:41.{~` �' PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED SCALE 1'=10' I � � VACANT_ CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. I I �\ _ _ _ _ BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS 0 5 10 20 30 I pry,`'''-. , » I 3 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL "' - "� DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS I a �� , ,i': 9.70TG 9.70TG 9.7OTG 16.0- 'I SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION ( THE r - 16.00TW 11 4 OFFICIAL OR CITY ENGINEER. I �- {` 9.85 -, _ 4 6.771NV 1 ,, 7.01 INV L25,1�14V »-1 OOTF BUILDING 4z2 ,n, 3_1 � r D � r .OFG - g': ,.� .. 3 � ' OTF . 3'<�', 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONiKu1. MEASURE AS REQUIRED BY THE I I :� ��_ I T .°Y.':, x N6T58'27"VY` .141.52' FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT• I <_�� � - } .;`° a LJ " IV .s t `�:.., 10W10.OFG 10.OFG •=.`'k•. , \ I 3 6.401NV 1^4.OFG 11. CONSTRUCTION OPERATIONS AND MAINTENANICE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY I 100 .SgTC K: `'i » SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: ( PA F� _.li- I � r D�;00'29'3i;'I . 71NV G A C A ` °' ; 3fi ;_ s .o , OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7: 00 AM TO 5: 30 PM 8.6 TG 7 L=� 1 4350 I 5.571NV m 2 z 2 `b ° `: Q {}a Z 2 8: 00 AM TO 5: 00 PM ~�4: 6.6INV I r,_ loffr SATURDAY0 . ;; ;'`'k' ;: 3 MAY 1ST TO SEPTEMiBER 30Th MONDAY -FRIDAY 6: 00 AM TO 7: 00 PM f= I 10.63FS 1 SATURDAY 8: 00 AM T0.5: 00 PM OOL EQUIP. I PA t> I , 10.OFGN 4 O OFG I s ; WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. I 12'+ - I 3. PA 9.00TF . I I AASOCIA'" N < 20 L 12. MAXIMUM CUT AND FILL SLOPES = 2:1. I I I BSL r I I I ` :r`' 9.70TG EASEME 13. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2X• DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP I 210 I LAWN „'. 2 TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES ;Q .f- '. I o 7.701NV 9 AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE SHALL BE 0.50X. 15.50'+ - U i I 9.95TG 9 9.90TG 9 10.63 I f 32, 7.431NV 9.85TG 9.80TG 7.571NV 7.331NV 9 7.431NV 9 10.63 10.63FS >. .. I I i 1 I.. I 10.63 1 27.50' -,----- 0;13FS 11.13FS 10.63 _..,� � T I. PA I 1. 9.95TG �,:.., ':w,.r:v..r�r� .,.. hj:. -..,.,..1..::V Z O.OFG .... PA .671NV ci..6;:l0 FA 1 I4_�_ I PA 6" x6" TEE 2. PA;,.,�:.. 4D ;....... . :: .,.,,, f PA E ,,.,. tL . t r :� ' c� I P 22 ..� f z,�.i+ x i'_~;i..2� .,.2 F _+q`', ,,..:: ..,z.:, ,.3z..,. a #»:, `. 1008.79TC 5.951NV o , ' _ I ,. a ,.i 1 I; 't.. ,. , �, ». ; 2...� - 1010.0 #2 y. GEND € (�. F a� LE I t@ _ ,__, _ t I' .63FS I I a F . I 2 . 9 i I[� 0 , u > > m » i 2_ �' P: ...2< .,., kK 11 ... t 2 E.w FF 010 =.. FINISHED SURFACE , :.. . ,_, 1 . f t HIGH POINT I` I • • • • • • • • • • • • F' .?.., k _t .,- P ; z.,. - . " O PA .... LOW POINT pN N 10.67FS'<. >: ' >.. r ,t..>"" 10 8.80TC 6`x� TEE 10.65FS , k..,v.._, ��__ ��� i �y ....... <.. . GB P: P 5 2 ,... 2� 7.711NV U rrvl GRADE BREAK \ 11.13FS 7.271NV ' 1 . �, INV I� 45BEND 3 2 I A t ; © ,,.,. ,- ••~I INVERT . . . . . . . . . . . . . . . . . . . . I I 6'x6' TEE r' TOP OF WALL TW 10.13FS 7.361NV A �.�OTG ' iy C.. CO O .. 7.31INV 5 o I' 7.60INV 9 �"'' a_ I 9.85TG N PE I ,I 9.85TG 9 T `v ; i „ `t~: 10.63FS 1 ::":........... . PAD ELEVATIO I 9 7.51 INV PA ` e1 9.85TG /,. I � 7.341NN �` PA -" 7 801NV > �,., �..w FINISHED FLOOR ELEVATION. . . FF - '" I_c, __ 2 . .. .. 4 I9 ` - GARAGE 3 � I Fri'G ,..w£ _ ..,:, .. I _. Xr.^.�_.4...._, .. , r` FLOWL E • 63FS LINE PL - 3I I cu: =` g a� £ . . €,...::_ ' k 10. 1 f'r PROPERTY 3 LAWN 1 t Imo^ c� I I 15.00TW 10.63 • 4 '» , �. CLEAN OUT . . . . . . . . . . . . . . . . . . . C.O. . I -... I , ,: TOP OF CURB TC x x \ 9.00TF E ..._10 f,STG FOOTING I w wl x I 10.67FS 10.63FS 1v'~ TOP OF FOOT TF I I pq 0.63FS w 1 Q.TX t FINISHED GRADE FG I _ F GRATE . TG IPA 6"x45' BEND 2 _, • I [ _ _» ...... =..2.... ..._ TOP 0 ,,,.......... :-... .... w 6.261NN% I. S , ` .,. # .....,w.ox. ..,.:..,.2. . END OF PAVEMENT. EP �I ( I `` :.........9:70T�1� �; '1 TW ;. -1 94 f..;<...: 1 . 16.00 0 63FS XXX.XX . .EXIST. ELEV. \_.,.,_:.. €, :. ( I v . . . :•':' : w-. 9 OOTF 9.70TG 9 RIGHT OF WAY . . . . . . . . . . . . . . . . . . R W .�. I / " 7 701NN 11170$:9 0 I _ : :. _.,:,. ....I atl..k.-, 1 AREA EA r µ'f- .::` P.A.P A a _..,.F -,- 9.70TG . w1 6 /:n... 7.011NIV 9 WATER METER . . . . . . WM -- » _ ., ,: ....; . i,..,,_.. , ; M ,,,,w..i_.. L,w_2 , :.:L. PA 16.00TW ,. SEWER LATERAL SL - I. I. • I � ». ; - : 4 1 ...�.1 16.00TW t, :o,_, r_, - .,t..:..:,».-.. -w _. ....I 9v70Tf� _ �._ : FG ;vn t . • . . . • -----� UTILITY EASEMENT. I �_::> ;-...::: 1:-., 0.0 9.00TF PUBLIC f _ ;ai:.;:i� I :_ ».:,.M� L...k ,..� r �3 I -•N.. ,r_ e I ».. »^, 1 , f > 3 t ^...^. . .. 11�.QYr� JFj - ». _ I. SETBACK LINE - - - �C t� 1f4S - C::941NI`v 2 r 2 ,,.I,.,.,.... 9 OOTF t , _.2._.,PA PA O.OFG I „,. .�.. 10.OFG FLOW GRADE ...� , , ; ` 2 ...:, _. 2 i 0.7FS k 1 .,,, , _t , . k ft.. �... e' 1.. k 2 1 .. 2 ....,RDA/c ..� ._.,... 9..7v.i.c , .. t .:..:.a:: TOP OF SLOPE i - WATF.�R ITER t „ :.� , , �:, _ � � ,F. . �.._.,3_M ..,�,_.. ., � :.:�' "� ... ,..,, . _..wm..:. .. E, i.a 1. +yy'2.t ,.w,.,. :....,,.t ,,.i t�2'k �/� I,. ,,. • . i ,9.6.1F., 6.6QICVIC .2 . F SLOPE GS- ,;>. .. _w_ :2 a.M I :... < m - s H, .... TOE 0 3. �... n L 1, a is .; F . EXISTING SEWER LINE I 100L.08TC c, �'11 ':.'i :,,k.:... 4g 3 ,I EXISTING WATER LINE -;!; Y „ \ ' 4 = - m, , PA �� PA I 0 10.OFG 10.OFG�__,' BLOCK WALL I,:'. I ...2} = --� I . . . . . . . . . . . . . . . . . . € w , K' - �, . i \.. I- S'< s .. 1,4", I'll;: { ' ;.f :�. ^� 1' . I I . I I.; I . . I , y -� 1111-1 1i I I I I I I I I . I I .I �� . _I . 8" NDS CAP 3. 1� , . . Z^ ; 1 q , *. : WITH 6" CLEANOUT I I .xr , � . , I :fi .I . f.. -. I I COMPACT BACKFILL TO 90X MIN. I I I WITH TOP 12" COMPACIED TO 95% I I I ,.d• � r s,1Z 4,k4 I I ;. it , ,; I` 4 =e - II -1 I . z/f I � ,�� I I j1111 1=I l i= I I _ = 111=1 I i I _I I I -i - I I � 1 IL=_ 11- __________ - INLET . -III= - 4" CONCRETE SLAB (POURED IN PLACE) -I I I- (III EXTEND 6" INTO UNDIS7URBED SOIL 11=1((- 11= (CLASS 520-C-2500 CONCRETE) 11=I I I=1 ... -- INLET op 77 _y 111=111= FLOW---�'- OUTLET 1'{11=�II110 - - =I I I=1 I 1 � 48` PRECAST PERFORATED CONCRETE RING I Ml I I o o I =111= -III 11 " 3/8" TO 3/4" WASHED ROCK 11=11 I=1 I -1I 1=1 I I A NON -WOVEN FILTER FABRIC PER SEC. Ml I I- I (-I I (= 88-103 CAL S7D. SPEC. SHALL BE USED 'I �I I I I �I=� BETWEEN THE WASHED ROCK AND -I 11=1 O I I II= UNDISTURBED SOIL '1 I I -I i l V�V�V lO - III= 3/8" TO 3/4" WASHED ROCK ON =1 I I-1 UNDISTURBED SOIL A MINIMUM 12" THICK II=111- - - - = -111= =_II ,III, ,I I II 11 1 I I I I1 111 _l I III 111111111 111 1 I I= N07E: ALL JOINTS ABOVE THE LEACHING AREA SHALL BE • MORTAR SEALED INSIDE AND OUT. DRYWELL DETAIL NOT TO SCALE BUBB OVER 6' COMPACTED 1" ROCK :R FABRIC VICINITY MAP �� g ' �A H i • APPROVED FOR PERMITTING, I PLANNING AND ZONING COMPLIANCEi GREG BUTLER DATE LES J❑HNS❑N BUILDING AND SAFETY DIRECTOR PLANNINGT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA DATE "iit TA t� „{[., f _ ; _ DEPT. R 1 l C\ F 3 tiIC E4_ �r ,r ,f,xr„ 1 ►...iii Ftr..-r�`,*� "''>'�"'_ I3:. »' -aye � i UCTt(� SvR �. `� �, : S. \ 3 a B J . I ;` Y f i 4 \ Z s p M` � �l t<< ? ; ;`, " � viz �i 4;�. `��. �, ,<i � �4 � I �� l r i ?Y F i i i ` i ;i i _..,' tea' Z , i ;' < ": S:M Ski 11 ,; i` t 2 2 i ,; \ -,t /,»� < { 11, ` ,M1 j +�Z , � it `E < A '; ` I; - _ .w ....-'. ,<\ c) 't I-: ; r -�_, _ I < \„ , _ » � , , 5� I 7' i i S E 3 ' <� I 1 ; € 2 \ � . .,il� t 1, I , , � \ I., % �I � z �. is { {'' t ? t r i? t . QvP+ .; 1. t 31. t O�-�� �h' EIRE _ ' I `, �,� G & SI�� ' \-_ '��:y '', 24' 2 = W i'2 h a ` •, , �il .< 1�11 \ "k I- \ � , ?'a -1. I : tA \ , . , 1% �. a \ O i2 '` � O ` ' G 3 . , .z I i 2 a Y `� 8 ,, � �. o t i I 11 a q. » . �a. 'r ' z i `. % � 1 4 \.. i a °'2 • � - y ` 3; 11. 11,11 _� I� %31. Z .�''2..` LIC ;IF %® �ti. : 'FIRE ; _ �. • 5 k I BOWL,-� •.2 <'2 •2, <�. .,4 I ' ,III ` �'.. a'x, S t 2 2`, ' N 111. {' . 3 C' . . - f�< �x"' i.' ,F PROVIDE 3/8" GAP n, / AT SRICKSLOT DRAIN >1 _ ¢r' VARIE PAVERS PER ARCHITECT ARCHITECT....!, I' _ /gyp_ _ T // { ffij_ ', `C ! ,9' f �' y:s »._ POOL BENCHMARK -LOCAL BENCHMARK TOP OF CURB AT EC STATION 22+67.56 VIA MONTECITO, - GREEN GRATE OR LQUAL LOCATED ON THE SOUTH S I DE OF V I A MON I ECI TO , PER 0 INSTALL 6" PVC PIPE, (SDR -35). S=l% UNLESS APPROVED STREET IMPROVEMENT PLAN #04052 SHEET 14 OF 14 TE OTHERWISE NOTED ON PLAN. ON FILE IN THE OFFICE OF THE CITY ENGINEER OF THE CITY 3O INSTALL 6" x45' BEND (PVC -SDR -35). OF LA QUINTA . ® CONSTRUCT WALL PER SEPARATE PLAN AND PERMff TC ELEVATION AT EC POINT = 1021.66 _; ;___ .,:i__, I M »2 3 f E ....i ;..... ... 1 f ..... ...., ;. F ; x . ,, 2: 5 ` .........i i ..............3 f .........2 i.:....2 . SAND BE IM_ , I I:, .:` .: . �,......�...� ^-3 $�,.,...,..,,., I........ it ...............I ............._ .......... -E_ _ 2 2 ... ...z ....{i I_ .........._( 2 BRICKSLOT (GALVANIZED STEEL) ' f - I{ < »_.�:J 1 -! I z . i ......E j.. ,...,".I i ..............{ ........ : ,..... «I .........i #..............: i......... s.:.,.„.„.,,.f t w . :�.. ..w I L11117 • NOTE: PROVIDE CLEAN-OUT TO GRADE AT EACH END OF DRAIN IN NEAREST PLANTER LOCATION. A TROUGH DRAIN at POOL EDGE NTS LEGAL DESCRIPTION LOT 4 OF AMENDED TRACT 29894-4, AS SHOWN IN MAP BOOK 351, PAGES 49-57, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. " 9 m 0 ©CONSTRUCT INSTALL 6"x6" TEE (PVC -SDR -35). 6" MIN. THICKNESS PAVER DRIVEWAY PER ARCHITECT PLAN. DATUM: NGVD 29 - (SUBTRACT 1000.00 FEET FOR TRUE SEA LEVEL DATUM) NOTE: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT � � 021261 13 70 INSTALL BUBBLER BOX W N SRATETOP, NYOPLAST 12" DRAIN BASIN PER DETAIL 1. BASIS OF BEARINGS . ENE 11 90 CONSTRUCT 10' DEEP DRYWELL PER DETAIL ON SHEET I. CONSTRUCT YARD DRAIN, NDS #16S, 3' DIA. GRATE OR EQUAL NAHEREON ARE MAP DERIVED FROM , RECORD DATA PER BEAR I NGS SHOWN THROUGH 57 , I N THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE. LOT COVERAGE: TOTAL LOT AREA = TOTAL BUILDING AREA (COVERED PATIO AND GARAGE INCLUDED) = i 5,202 SF 10 INSTALL 7/16 BRICKSLOT (GALVANIZED STEEL), PART ff98999 PER DETAIL HEREON, OR EQUAL 11 INSTALL 6" PVC PIPE, (SDR -35). S=1X UNLESS OTHERWISE NOTED ON PLAN. PREPARED UNDER THE SUPERVISION OF: QROFESS/ON ESFANDIAR SHAHANDEH DATE: �Q� 9y� y6� SSI 78080CALI EAMIGO, SUrrE 102 _ _ No 47834 --z -- - ---- --------------.-.----LAAUwtA,CA-92253.-'- --.- -_-----------.. --- ------ - -- - RCE- - . 47$34 '- --- �--- N G I N E 1~ R I N G 0760) 771.9993 OFFICE APPROVED BY: a p60) 771.9998 FAX DATE: EXP. DATE CIVIL AND SINLIMRAL ENGINEERWG - PLANNING - SURVEYING CIVIL �Q' OF CA�.\F 7 I :: 400 a BUILDING AREA/LOT AREA = 35.9 % APN: '7.'77-410-004 y .52-692 VIA D O NA 8/24/12 IV .... CHAP MAN RESIDENCE DESIGN: DRAFT: PRECISE GRADING PLAN TR 29894-4 MB 351/49-57 PORTION OF SECTION 9, T.6S., R.7E., SBM CITY OF LA QUINTA ESSI ESSI CHECK: _-_DATE:------ ----- ------- - --- - AMG APR. 2012 E DWG No. PG107001 G1