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05-0636 (BLCK)
BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760).777-7012 78-495 CALLS TAMPICo1. FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 —INSPECTION,aREQUEST,S,,(760) 777-7153. BUILDING PERMIT Application Number . . . . CQ5=0000-0-63-6`- Date 2*/22/05 . Property Address . . 60033_TRILOGY PKWY APN: 7647270-999-140 -300231- Application description . . . WALL/FENCE Property Zoning MEDIUM HIGH DENSITY RES Application valuation 15000 Owner Contractor �` - ------------------------ n.`-------_---------- SHEA LA QUINTA SHEA HOMES, INC. C/O JEFF MCQUEEN 81260 AVENUE 62 8800 N GAINEY CEN LA QUINTA CA 92253 . SCOTTSDALE_ ,58 (760) 777-6005 WCC: NTL UNION INS MAR �1 U WC: 6436568 08/01/C15 CITY OF LA QUINTA • CSLB: 672285 06/30/05 FINANCE DEPT. CCC B ------------------------=-------------`-•-------- Permit . . . . . . WALL/FENCE PERMIT Additional desc Permit Fee . . . . 162.00 Plan Check Fee .00 Issue Date Valuation 15000 Qty _Unit Charge Per- Extension BASE -FEE 13.00 9.0000 THOU -'BLDG -1-2,,001-25,000 117.00 7 ------------------------------------------------------------------- Special Notes and Comments 600 LF 61 BLOCK WALL PER ORCO STANDARD a _ Y r•,'1 <.,,ar'�Z .... � t e"' ... . a ...; , ALONG MADISON ST(LOT 140) SOUTH OF, AVENUE 60 & TERMINATING @ WELL SITE. .Fee summary Charged Paid Credited Due ----------------- ----- --- ---------- ---------- ---------- Permit Fee Total 162.00' .00 .00 162.00 Plan Check Total .00 .00 .00 .00 Grand Total 162.00 00 .00 162.00 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 03-' 0 63 4 I Date: Applicant. LLC/ Applicant's Mailing Address: La IL060�A' &ToPQ tom- Z2 Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS /VA LICENSED CONTRACTOR'S DECLARATION I 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 and Professionals / Code, and my Lifull force and effect. �/ d License Class Q License Nd", tt X10 at�'L V V Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 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 or 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.). U 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.). U I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' 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. A 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' com a insurance carrier Q oli urnbee VCarrier�i\� l� ra� �olicyNumber �o(p I certify that, in the performance of t e work for which this pe it 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 workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. ate �2 A: plicant\AOM ICS L L ii WARNING: FAILURE TO SECURE WORKERS' COMPENSATION 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. 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 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 building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. rJate 2 -Z"D y Signature (Applicant or Agent): ` � I APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED FOR APPROVAL BY: IN THE CITY OF LA OUINTAa STATE OF CALIFORNIA ' RA TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE TRILOGY a -LA OUIINETA BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/05 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES TRACT IN0. 30023 MA,DISON WA L PLAN GENERAL NOTES . ANY GRADING P — BEING A SUBDIVISION OF A PORTION O I�t- THE NORTHEAST 1 , PERFORMED TO ESTABLISH OR RE ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE /'q- OF SECTION 34, TOWNSHIP 6 SOUTH RANGE 7 EAST DANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED > BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. , SAN BERNARDINO -BASE AND MERIDIAN 2. THE CONTRACTOR. IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO PREPARED FOR 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 & SAFETY DEPARTMENT FOR CONSTRUCTION OF J SHEA HOMES THE PRIMARY STRUCTURE'ON THAT PARTICULAR LOT. 60311 TRILOGY PARKWAY ILA QUINTA, CALIFORNIA 92253 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON—LOT CONSTRUCTION USE ONLY. ALL OFF—LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. B TH . E CONTRACTOR, T R, AND ITS .SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE AVE" eo CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER SHEET 2 - APPURTENANCES NOT SHOWN ON THIS PLAN. 2b 27 2 25 24 23 22121 20 ,9 18((1''716'ts t4 - .. 29 13 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE —GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6 AND THEN 30 34 35 36 37 36 39 40 12.. - COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS, t0 1 1 31 30 - ' I r 23 22 2, 8s� 91 80 ,9 �73 77 / 66 65 44 8 - �� 37 36 35 3a 33 32 29 za z7 zs' z5 2a 2D �'...._.. � � �, „ � j 6, 4s 4e a $. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE 'DURING CONSTRUCTION. REMOVAL AND REPLACEMENTS ALL E PERFORMED AN : �� '. _., _— t 13 �. 79 8fi `181 180 .//`` ,�7D 69 ` 83 6 ' H B E ED BY ' LEGEND �40r,'\.% Is6 ,sJ taz ,3s � ,ze ,z 18 3, `APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. q, / / % -.. �� 114 71 \ 179 � 165 .768 781 136 'i 729 t26 78/ ,'S 6, - ,/ -- 175 o .✓ �� , 9 l \ IB 0 25 i 1 169 I 137 1 fi4 30 89 Ij _ _ 4 i 9 5 t 116 lL_ 3 � A Y OF IR MUD AND DEBRIS DEPOSIITS 43 9. ALL STREETS PUBLIC OR PRIVATE SHALL BE CLEANED DAILY DIRT, A E EXTENDED FOOTING � , , I6 , > 170 179 13 131 2 I 11 � X19, � ,, 7 .. 5 —� 1 1 , f 7 2 ,5 J a 7 N T s i23 1 � RELATED TO CONSTRUCTION'OCCURRI G ON HE LOTS SHOWN N TH15 39 J2 „4 7 , 53 RESULTING FROM ANY ACTIVITY 0 N 0 K4 „a ,B ©. , 15 172 177 140 133 , 10 14 nl �. \ „ ___ �G( PROPOSED RIGHT—OF—WAY ao zz 6 .. j� � 63 G .SHALL- BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY 1156 '� ,, Its 73 � o� —,_"PLAN. CLEANING d .:.. �/ 6 � ENGINEER. • t21 720 12 r��\% r 16 _ — 541 .:. 76 132 EXISTING CENTERLINE - ° X5"i _005 55 O THE CONTRACTOR SHALL P IPROPOSED PUBLIC UTILITY EASEMENT � -tROV DE WIND EROSION AND DUST .CONTROL MEASURES AS REQUIRED BY 7I�'4 ; . THE FUGITIVE DUSTCONTROL PLAN APPROVED FOR THIS PROJECT. �: 14 e7 ae ,� 84 g5 66. 7 54 _ 75 A ,,, ' PROPOSED CURB AND GUTTER�,. 72 ,, �� t 6 2 ,67 61 94 s a 9e /y/ 121 7o p 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN PROPOSED BLOCK WALL[� 911 626 93 2 93 82 9 5 99 56 ! 6s + j ,`� 6a oe Izo ee OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: 114 6 a 106 115 B 90 1' OCTOBER1 TO APRIL 30:' MONDAY -FRIDAY 7:00 AM 7 164 67 69 7 102 � 65 04 - TO 5.• _ - B 30 PM SATURDAY 8:00 AM TO 5:00 PM 77. 10 2` 149 0 0 0 9 0 95 94 i MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM NOTE SATURDAY 8°00 AM TO 5.00 PM THE ABOVE LISTED EARTHWORK QUANTITIES ARE RAW FIGURES WITH NO SHRINKAGE 16 4 � a9 OR SUBSIDENCE FACTORS INCLUDED.WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. . �.8 � ,6�. ; ,97,/,x,36' \;,\�° 5, 2 53 54 55 56�� 35 \l 127 0134 .. �, -.- THE EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE APPROXIMATE ESTIMATES SHOWN t _ 126 3 84 4C .15 M1 63 2 tl l 40 3g 3, FOR AGENCY FEE PURPOSES ONLY, AND ARE BASED UPON THE PLAN ELEVATIONS SHOWN �-19 t24 3 ,a3 ', 117 1Y. 1� f 36 E GROUND ELEVATIONS WHICH EXISTED AT THE TIME OF THE TOPOGRAPHIC 2° 2 ,z 11e 85 et 5a ± 5i AND ON THE 2, � as 9+ 3 a2 ! \� SURVEY. THE LOCATION AND ELEVATION OF THE EXISTING GROUND CONTOURS WERE /� +>a; Ue tt6 a6 ' 60 59 ss zz k s1 a7 9s 79 eo ss OBTAINED FROM A FIELD SURVEY AND ARE APPROXIMATE ONLY, NO REPRESENTATION 23 S2 33 ,,• , 172 88 R THAT THE 9 t :� 61 $4 IS MADE OR WARRANTY IMPLIED THAT THESE QUANTITIES ARE PRECISE 0 T t 2, � 26 3, 67 31y 26�> 9{ 38, 111 89 �' 77 i 62 53 EARTHWORK WILL BALANCE. ..90 $'91 X173 63 20 27 j' 96 38 a1 t7, 6U� 'Oil St 64 108 � - NOTES TO CONTRACTOR 42, x?Y3�� a3 107 ,, 37 725 94 X72 �l`Y 66 MAINIERO, SMITH AND ASSOCIATES INC. MAKE NO REPRESENTATION CONCERNING THE ESTIMATED QUAINTITIES ON THESE 8 126 47 IL"9� "a+ 10 730 1 .'.. L 46 106 129 2 .964 70 67 46 ae PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES AND FOR o{ B 99 T LL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR a' I 2a a' 69 4.f _� 39 38 3 3 3 51,13 32 31 3p 29 28 2 26 2 24 23 22 PERMIT PURPOSES ONLY. I SHA � CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN .. . IB 51 62 63 64 \ /EB\. 161 70 1, 43 A0 : _ 21 ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 6o 20D 6 to3 84 e6 60„\7 42 67 — . 83. 1 41 177 118 It9 72 IS 152 ,5 20 .. 67` /� .. .,^ � .. 2 �154.. 19 RESPONSIBILITY FOR JOB SI1TE CONDITIONS DURING 3 6e�' eo g5 3 5 j ti 65 5 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RES ;sa , � �, 157 • N ,s ,so la AN PROPERTY; THAT THIS gti „ CONSTRUCTION NOTES QUANTITIES THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS D P ,s7 ,D9 � 5 ,5„ ,6 ,49 IND HOLD E OWNER 5- �' =,55 J5 ,27 6 157 6 (FOR PERMIT PURPOSES ONLY REQUIREMENT SHALL APPLY CONTINUOUSLY, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY A THE ) � g0 , �q M 76 148 16J 75 S FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 7 195 1,2 95 sg 76 4 1 CONSTRUCT BLOCK WALL PER CITY OF LA QUINTA AND ENGINEER HARMLESS -O B 14 WORK ON THIS PROJECT, .EXCEPTING FOR LIABILITYARISING FROM THE NEGLIGENCE OF THE OWNER O)R THE ENGINEER. t4 BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 238 LF , e � , tsa „ 96 ' g09 9 � , "';52 _ ^ ^ ”' 10 � t 14 97 06 10 , \\ 151 o n ,o 14 x'12 1006 0g „y,. 1 \ 79 80 � � o o h I4 :. 115 v ABBREVIATIONS 192 �G X50 a, 82 o 0 43 „ _ 12 91ib t BC BEGIN CURVE HP HIGH POINT PIG POINT OF INTERSECTING GUTTER 3 90 ss D oaa� 9687 ,o 0 BCC BEGIN COMPOUND CURVE FF FINISHED FLOOR PROP. PROPOSED 17 °' 14 98 102 IS 147 90 99 8 _ S;BCR BEGIN CURB RETURN FG FINISHED GRADE R/W RIGHT—OF—WAY BB 118 , 2 2 81 (,6 7 146. 1,7 992 9 7 `a7 BS BOTTOM OF STEPS FH FIRE HYDRANT STA STATION 22 2. 2 2 80 17. f45 178 6 � 93 97 6 C/L CENTERLINE FL FLOWLINE J.D. .STORM DRAIN 15 87 186 134 733 /; a' 94 5 .. . 16 13 113 t3 12 2 12 79 18 t ACE S W SIDE WALK i35 ;9 4 "; C/G CURB AND GUTTER FS FINISHED SURF / 95 4 ' 17 785 7b � \r. 142 720 90 ,O � 96 3 ° EC END CURVE GB GRADE BREAK TC TOP OF CURB 'a 83 184 136 3 ,o � �0 `i4 IZ 8� 91 _ � 00 1 �-2 - � CURB RETURN GF GARAGE FINSHED FLOOR TG TOP OF GRATE. ECR END 19 4 + a a a 74 ` zi lao Lz a6 Ds 1 ' N zo t TP TOP OF PAVEMENIT 39� 23 . ctiaii� ELEV ELEVATION INV INVERT , 62 181 153 752 , , 23 87 9G m m 93 105 - LAW EP EDGE OF PAVEMENT N.T.S. NOT TO SCALE 7S TOP OF STEPS 2 eo 5 s a a a is ,a 73 22 36 za PORTLAND CEMENT CONCRETE TW TOP OF WALL 54 25 a5 97 a� EX. EXISTING P.C.C. PO [� 23 179 13G 12. .- r 72 - G TYP TYPICAL 63 9 m s o PAD ELEVATION 24 ,55 , t5 5 5 6 6 6 6 62 26 _ 98 m � PE TOP OF FOOTING` h 77 Cha - 83 65 t TF ry 6 - UTILITIES 7 ` -._ i ': � 27 � ,7 17 77 7 6 16 16 G 6 16 67 64 � 3 17 173 172 IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 - - O 66 GS 60 — 5 6 56 63 p 3, 62 co VALLEY WATER DISTRICT 760 398-2561 _ WATER. COACHELLA ( ) 36 38 n a < a< v a a a v a. .e"� N n ...e ,n h ,n � ,� ,ri m n m m ' 34 35 36 37 38 39 40 al 42 4} 44 4 6 ," 32 ro a 35 � .n ,n ,n v� 0 3I 32 33 � N COACHELLA VALLEY WATER DISTRICT 760 398-2561 n SEWER COAC ( ) �--- g C IMPERIAL IRRIGATION DISTRICT 760 398 585 4 ELECTRIC ( ) w co U*) A THE GAS COMPANY 760 323 1851 S GAS ( ) N 760 323-1231 TELEPHONE VERIZON ( ) CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 t C� USA UNDERGROUND SERVICE ALERT (760) 227-2600 0� wENM ez Ari touecl b - NOTE 11 PlanningCommission mrrilssion 11 City Council ^ � a SEPARATE PERMITS FROM THE NOTE. „ a. i�omrnunit, Dev. Dept. _ BUILDING AND SAFETY Initials a DEPARTMENT SHALL BE 3 REQUIRED FOR ALL WALLS. p� PLANNING AREA: 25 Case No. � Exhibit o TOPOGRAPHY SOURCE: ASSESSORS PARCEL N0. 764-270-018 7 with Conditions � �...._.�. ,_,•,.,,,,,._.,., THE CONTOURS SHOWN ARE TAKEN FROM THE , THOMAS BROTHERS GUIDE. 0 500' 1000' 1500 0 c BY MAINIERO SMITH 2 00 F LA CI T � ROUGH GRADING PLANS CI RIMPMVERSIDE RSIDE COUNTY 2002 AND ASSOCIATES, INC. I .PAGE 5590, GRID E2 • rkS En ineerin Dept. "=500'Ro�Essio Public Wo / 9 93 SCALE 1Q Nq Q� ° C ALERT Q S . - VE - UNDERGROUND SERVICE FEMA ZONE D PER PANEL 060245 IINDEX SHEET 49 CO L TOLL FREE — y z °.°�. o CAL 0 m Date. THE LAND IS NOT SUBJECT TO GEOILOGIC HAZARD, OVERFLOW, INUNDATION LU C26401 rn CC Exp. , 3-31-06 B & j C vC --- 1-800 a. OR FLOOD -HAZARD... THE SOIL UNDERLYING ;THE SITE MAY BE SUBJECT �` 227-2()' O O TO DYNAMIC SETTLEMENT (EITHER SAND SETTLEMENT OR LIQUEFACTION) �C O Copyright 2005 ' 11t <C> _ 9�. Q'� MSA, Consulting, Inca o �� DURING A MAJOR SEISMIC EVENT AMD/OR HYDRO CONSOLIDATION. F p KING DAYS \F All Rights Reserved 0 TWO WOR � OF CAI. � BEFORE YOU DIG NOTE ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD29) 500 INC.BENCH PREPARED UN D DIRECT S P ISION nf DATE //�� CONSULTING, IP.D. 109-70 ELEV. 27.941 NAVD29 N0. REVISIONS APPROVED MSA CO � � ) MARK MAINIERO, SMITH & ASSOCS, INC. LOCATION IATESIGNATURE PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYYNG 109-70 CHISELED SQUARE ON (CANAL BRIDGE SOUTHEAST 'WING ROBERT S ITH WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 1 1 1, ■ ■ THEN .0 MILES WEST ALONG AVENUE 50 45.0 P DRIVE RANCHO MIRAGE CA 2270 E 2 FEET WEST OF 34200 Bos HoPE 9 7 TBLEPH 7 ■ FAx 760 323-789 3 MADISON ST. AND 18' SOUTH OIF AVENUE 50. oNE 6 0 320- 9811 R.C.E. No.EsVH 026401 CITY OF CITY OF LA QUINTA, CALIFORNIA LA QUINTA DRAWN BY VH SHEA HOMES TRILOGY - TRACT NO. 30023 MADISON WALL PLAN - COVERHEE _S T BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. 60th AVENUE' CHECK BY RSS t rSF'� 7 ' LjW �l Uj .r* 61 st Ave. .h.fi ev o Q �r ^ J F+ 4 5 Y Y m' 62nd w AVENUE z O O w U) z V O Q 64th AVEN U E VICIMTY MAP N.T.S. aR�� RA TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE TRILOGY a -LA OUIINETA BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/05 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES TRACT IN0. 30023 MA,DISON WA L PLAN GENERAL NOTES . ANY GRADING P — BEING A SUBDIVISION OF A PORTION O I�t- THE NORTHEAST 1 , PERFORMED TO ESTABLISH OR RE ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE /'q- OF SECTION 34, TOWNSHIP 6 SOUTH RANGE 7 EAST DANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED > BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. , SAN BERNARDINO -BASE AND MERIDIAN 2. THE CONTRACTOR. IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO PREPARED FOR 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 & SAFETY DEPARTMENT FOR CONSTRUCTION OF J SHEA HOMES THE PRIMARY STRUCTURE'ON THAT PARTICULAR LOT. 60311 TRILOGY PARKWAY ILA QUINTA, CALIFORNIA 92253 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON—LOT CONSTRUCTION USE ONLY. ALL OFF—LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. B TH . E CONTRACTOR, T R, AND ITS .SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE AVE" eo CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER SHEET 2 - APPURTENANCES NOT SHOWN ON THIS PLAN. 2b 27 2 25 24 23 22121 20 ,9 18((1''716'ts t4 - .. 29 13 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE —GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6 AND THEN 30 34 35 36 37 36 39 40 12.. - COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS, t0 1 1 31 30 - ' I r 23 22 2, 8s� 91 80 ,9 �73 77 / 66 65 44 8 - �� 37 36 35 3a 33 32 29 za z7 zs' z5 2a 2D �'...._.. � � �, „ � j 6, 4s 4e a $. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE 'DURING CONSTRUCTION. REMOVAL AND REPLACEMENTS ALL E PERFORMED AN : �� '. _., _— t 13 �. 79 8fi `181 180 .//`` ,�7D 69 ` 83 6 ' H B E ED BY ' LEGEND �40r,'\.% Is6 ,sJ taz ,3s � ,ze ,z 18 3, `APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. q, / / % -.. �� 114 71 \ 179 � 165 .768 781 136 'i 729 t26 78/ ,'S 6, - ,/ -- 175 o .✓ �� , 9 l \ IB 0 25 i 1 169 I 137 1 fi4 30 89 Ij _ _ 4 i 9 5 t 116 lL_ 3 � A Y OF IR MUD AND DEBRIS DEPOSIITS 43 9. ALL STREETS PUBLIC OR PRIVATE SHALL BE CLEANED DAILY DIRT, A E EXTENDED FOOTING � , , I6 , > 170 179 13 131 2 I 11 � X19, � ,, 7 .. 5 —� 1 1 , f 7 2 ,5 J a 7 N T s i23 1 � RELATED TO CONSTRUCTION'OCCURRI G ON HE LOTS SHOWN N TH15 39 J2 „4 7 , 53 RESULTING FROM ANY ACTIVITY 0 N 0 K4 „a ,B ©. , 15 172 177 140 133 , 10 14 nl �. \ „ ___ �G( PROPOSED RIGHT—OF—WAY ao zz 6 .. j� � 63 G .SHALL- BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY 1156 '� ,, Its 73 � o� —,_"PLAN. CLEANING d .:.. �/ 6 � ENGINEER. • t21 720 12 r��\% r 16 _ — 541 .:. 76 132 EXISTING CENTERLINE - ° X5"i _005 55 O THE CONTRACTOR SHALL P IPROPOSED PUBLIC UTILITY EASEMENT � -tROV DE WIND EROSION AND DUST .CONTROL MEASURES AS REQUIRED BY 7I�'4 ; . THE FUGITIVE DUSTCONTROL PLAN APPROVED FOR THIS PROJECT. �: 14 e7 ae ,� 84 g5 66. 7 54 _ 75 A ,,, ' PROPOSED CURB AND GUTTER�,. 72 ,, �� t 6 2 ,67 61 94 s a 9e /y/ 121 7o p 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN PROPOSED BLOCK WALL[� 911 626 93 2 93 82 9 5 99 56 ! 6s + j ,`� 6a oe Izo ee OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: 114 6 a 106 115 B 90 1' OCTOBER1 TO APRIL 30:' MONDAY -FRIDAY 7:00 AM 7 164 67 69 7 102 � 65 04 - TO 5.• _ - B 30 PM SATURDAY 8:00 AM TO 5:00 PM 77. 10 2` 149 0 0 0 9 0 95 94 i MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM NOTE SATURDAY 8°00 AM TO 5.00 PM THE ABOVE LISTED EARTHWORK QUANTITIES ARE RAW FIGURES WITH NO SHRINKAGE 16 4 � a9 OR SUBSIDENCE FACTORS INCLUDED.WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. . �.8 � ,6�. ; ,97,/,x,36' \;,\�° 5, 2 53 54 55 56�� 35 \l 127 0134 .. �, -.- THE EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE APPROXIMATE ESTIMATES SHOWN t _ 126 3 84 4C .15 M1 63 2 tl l 40 3g 3, FOR AGENCY FEE PURPOSES ONLY, AND ARE BASED UPON THE PLAN ELEVATIONS SHOWN �-19 t24 3 ,a3 ', 117 1Y. 1� f 36 E GROUND ELEVATIONS WHICH EXISTED AT THE TIME OF THE TOPOGRAPHIC 2° 2 ,z 11e 85 et 5a ± 5i AND ON THE 2, � as 9+ 3 a2 ! \� SURVEY. THE LOCATION AND ELEVATION OF THE EXISTING GROUND CONTOURS WERE /� +>a; Ue tt6 a6 ' 60 59 ss zz k s1 a7 9s 79 eo ss OBTAINED FROM A FIELD SURVEY AND ARE APPROXIMATE ONLY, NO REPRESENTATION 23 S2 33 ,,• , 172 88 R THAT THE 9 t :� 61 $4 IS MADE OR WARRANTY IMPLIED THAT THESE QUANTITIES ARE PRECISE 0 T t 2, � 26 3, 67 31y 26�> 9{ 38, 111 89 �' 77 i 62 53 EARTHWORK WILL BALANCE. ..90 $'91 X173 63 20 27 j' 96 38 a1 t7, 6U� 'Oil St 64 108 � - NOTES TO CONTRACTOR 42, x?Y3�� a3 107 ,, 37 725 94 X72 �l`Y 66 MAINIERO, SMITH AND ASSOCIATES INC. MAKE NO REPRESENTATION CONCERNING THE ESTIMATED QUAINTITIES ON THESE 8 126 47 IL"9� "a+ 10 730 1 .'.. L 46 106 129 2 .964 70 67 46 ae PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES AND FOR o{ B 99 T LL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR a' I 2a a' 69 4.f _� 39 38 3 3 3 51,13 32 31 3p 29 28 2 26 2 24 23 22 PERMIT PURPOSES ONLY. I SHA � CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN .. . IB 51 62 63 64 \ /EB\. 161 70 1, 43 A0 : _ 21 ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 6o 20D 6 to3 84 e6 60„\7 42 67 — . 83. 1 41 177 118 It9 72 IS 152 ,5 20 .. 67` /� .. .,^ � .. 2 �154.. 19 RESPONSIBILITY FOR JOB SI1TE CONDITIONS DURING 3 6e�' eo g5 3 5 j ti 65 5 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RES ;sa , � �, 157 • N ,s ,so la AN PROPERTY; THAT THIS gti „ CONSTRUCTION NOTES QUANTITIES THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS D P ,s7 ,D9 � 5 ,5„ ,6 ,49 IND HOLD E OWNER 5- �' =,55 J5 ,27 6 157 6 (FOR PERMIT PURPOSES ONLY REQUIREMENT SHALL APPLY CONTINUOUSLY, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY A THE ) � g0 , �q M 76 148 16J 75 S FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 7 195 1,2 95 sg 76 4 1 CONSTRUCT BLOCK WALL PER CITY OF LA QUINTA AND ENGINEER HARMLESS -O B 14 WORK ON THIS PROJECT, .EXCEPTING FOR LIABILITYARISING FROM THE NEGLIGENCE OF THE OWNER O)R THE ENGINEER. t4 BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 238 LF , e � , tsa „ 96 ' g09 9 � , "';52 _ ^ ^ ”' 10 � t 14 97 06 10 , \\ 151 o n ,o 14 x'12 1006 0g „y,. 1 \ 79 80 � � o o h I4 :. 115 v ABBREVIATIONS 192 �G X50 a, 82 o 0 43 „ _ 12 91ib t BC BEGIN CURVE HP HIGH POINT PIG POINT OF INTERSECTING GUTTER 3 90 ss D oaa� 9687 ,o 0 BCC BEGIN COMPOUND CURVE FF FINISHED FLOOR PROP. PROPOSED 17 °' 14 98 102 IS 147 90 99 8 _ S;BCR BEGIN CURB RETURN FG FINISHED GRADE R/W RIGHT—OF—WAY BB 118 , 2 2 81 (,6 7 146. 1,7 992 9 7 `a7 BS BOTTOM OF STEPS FH FIRE HYDRANT STA STATION 22 2. 2 2 80 17. f45 178 6 � 93 97 6 C/L CENTERLINE FL FLOWLINE J.D. .STORM DRAIN 15 87 186 134 733 /; a' 94 5 .. . 16 13 113 t3 12 2 12 79 18 t ACE S W SIDE WALK i35 ;9 4 "; C/G CURB AND GUTTER FS FINISHED SURF / 95 4 ' 17 785 7b � \r. 142 720 90 ,O � 96 3 ° EC END CURVE GB GRADE BREAK TC TOP OF CURB 'a 83 184 136 3 ,o � �0 `i4 IZ 8� 91 _ � 00 1 �-2 - � CURB RETURN GF GARAGE FINSHED FLOOR TG TOP OF GRATE. ECR END 19 4 + a a a 74 ` zi lao Lz a6 Ds 1 ' N zo t TP TOP OF PAVEMENIT 39� 23 . ctiaii� ELEV ELEVATION INV INVERT , 62 181 153 752 , , 23 87 9G m m 93 105 - LAW EP EDGE OF PAVEMENT N.T.S. NOT TO SCALE 7S TOP OF STEPS 2 eo 5 s a a a is ,a 73 22 36 za PORTLAND CEMENT CONCRETE TW TOP OF WALL 54 25 a5 97 a� EX. EXISTING P.C.C. PO [� 23 179 13G 12. .- r 72 - G TYP TYPICAL 63 9 m s o PAD ELEVATION 24 ,55 , t5 5 5 6 6 6 6 62 26 _ 98 m � PE TOP OF FOOTING` h 77 Cha - 83 65 t TF ry 6 - UTILITIES 7 ` -._ i ': � 27 � ,7 17 77 7 6 16 16 G 6 16 67 64 � 3 17 173 172 IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 - - O 66 GS 60 — 5 6 56 63 p 3, 62 co VALLEY WATER DISTRICT 760 398-2561 _ WATER. COACHELLA ( ) 36 38 n a < a< v a a a v a. .e"� N n ...e ,n h ,n � ,� ,ri m n m m ' 34 35 36 37 38 39 40 al 42 4} 44 4 6 ," 32 ro a 35 � .n ,n ,n v� 0 3I 32 33 � N COACHELLA VALLEY WATER DISTRICT 760 398-2561 n SEWER COAC ( ) �--- g C IMPERIAL IRRIGATION DISTRICT 760 398 585 4 ELECTRIC ( ) w co U*) A THE GAS COMPANY 760 323 1851 S GAS ( ) N 760 323-1231 TELEPHONE VERIZON ( ) CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 t C� USA UNDERGROUND SERVICE ALERT (760) 227-2600 0� wENM ez Ari touecl b - NOTE 11 PlanningCommission mrrilssion 11 City Council ^ � a SEPARATE PERMITS FROM THE NOTE. „ a. i�omrnunit, Dev. Dept. _ BUILDING AND SAFETY Initials a DEPARTMENT SHALL BE 3 REQUIRED FOR ALL WALLS. p� PLANNING AREA: 25 Case No. � Exhibit o TOPOGRAPHY SOURCE: ASSESSORS PARCEL N0. 764-270-018 7 with Conditions � �...._.�. ,_,•,.,,,,,._.,., THE CONTOURS SHOWN ARE TAKEN FROM THE , THOMAS BROTHERS GUIDE. 0 500' 1000' 1500 0 c BY MAINIERO SMITH 2 00 F LA CI T � ROUGH GRADING PLANS CI RIMPMVERSIDE RSIDE COUNTY 2002 AND ASSOCIATES, INC. I .PAGE 5590, GRID E2 • rkS En ineerin Dept. "=500'Ro�Essio Public Wo / 9 93 SCALE 1Q Nq Q� ° C ALERT Q S . - VE - UNDERGROUND SERVICE FEMA ZONE D PER PANEL 060245 IINDEX SHEET 49 CO L TOLL FREE — y z °.°�. o CAL 0 m Date. THE LAND IS NOT SUBJECT TO GEOILOGIC HAZARD, OVERFLOW, INUNDATION LU C26401 rn CC Exp. , 3-31-06 B & j C vC --- 1-800 a. OR FLOOD -HAZARD... THE SOIL UNDERLYING ;THE SITE MAY BE SUBJECT �` 227-2()' O O TO DYNAMIC SETTLEMENT (EITHER SAND SETTLEMENT OR LIQUEFACTION) �C O Copyright 2005 ' 11t <C> _ 9�. Q'� MSA, Consulting, Inca o �� DURING A MAJOR SEISMIC EVENT AMD/OR HYDRO CONSOLIDATION. F p KING DAYS \F All Rights Reserved 0 TWO WOR � OF CAI. � BEFORE YOU DIG NOTE ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD29) 500 INC.BENCH PREPARED UN D DIRECT S P ISION nf DATE //�� CONSULTING, IP.D. 109-70 ELEV. 27.941 NAVD29 N0. REVISIONS APPROVED MSA CO � � ) MARK MAINIERO, SMITH & ASSOCS, INC. LOCATION IATESIGNATURE PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYYNG 109-70 CHISELED SQUARE ON (CANAL BRIDGE SOUTHEAST 'WING ROBERT S ITH WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 1 1 1, ■ ■ THEN .0 MILES WEST ALONG AVENUE 50 45.0 P DRIVE RANCHO MIRAGE CA 2270 E 2 FEET WEST OF 34200 Bos HoPE 9 7 TBLEPH 7 ■ FAx 760 323-789 3 MADISON ST. AND 18' SOUTH OIF AVENUE 50. oNE 6 0 320- 9811 R.C.E. No.EsVH 026401 BY CITY OF LA QUINTA, CALIFORNIA SHEET 1 OF 2 SHEETS DRAWN BY VH SHEA HOMES TRILOGY - TRACT NO. 30023 MADISON WALL PLAN - COVERHEE _S T BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. DATE CHECK BY RSS ! 1 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 1. I I I I � . � � � I I . I I . I . � I 1.11, 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 11 I � � .. � 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 I I . � � I I � 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 . 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 . . I I I I I 7", � � I � I . 1, __ - I . 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D. 109-70 ELEV. 27.941 I PREPARED UND T1WE DIRECT SU RVISION OF I EEop � I I � I R.C.E. NO. , I I DESIGN BY, VH .1 I � I � I I � I - - _____ CITY OF LA QUINTA, CALIFORNIA SHEET . ;E C3 L O.. i I � I I 9 NO. I I ,� REVISIONS I I � - . . MARK - I I .(NAVD29) I _. . .1 0--- I I . 2 Z., � � � � i ; I - . I � I I I � I I I I MAINIERo, SwTH& Assomms, INC. I I LOCATION . � I I I SIGNATURE C264 01 DRAWN BY . . � . SHEA HOMES TRILOGY - TRACT NO. 30023 co 2 I 11 f I � I . I . � PLAmum m Crim EmnmmG m Lmm SuRvEymc; 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING I DATE VH I OF �� i i � I I � I I I I � I � . � .. .1 I . I WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 1 1 1, I � I � I I I I to CHECK ffY_ � I . MADISON WALL PLAN 2 0 < I I � � I . I � 11 I �. . . I I � I I 1 34200 BoB HoPE DRwE m RANcHo MmAoE m CA 92270 I I THEN 2.0 MILES WEST ALONG AVENUE 50 45.0 FEET WEST OF � . . � � I � . / WP U < i I 11 I I �� I . I I � . . I � 11 I., I I - . 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