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07-2745 (BLCK)P.O. BOX 1504 f��VINW 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 ' BUILDING& SAFETY DEPARTMENT Application Number:., Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 07-00002745 52592 HUMBOLDT BLVD 767-200-998-78 -330761- WALL/FENCE LOW DENSITY RESIDENTIAL 8325 Architect or Engineer: PIA BUILDING PERMIT ---7---------------------------------------------- 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 License is in full force and effect. License Class: C29 License No.: 649905 Date: Contractor: 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 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 buildor improve for the purpose of sate.). ( ) I, as owner of the property, am exclusively contra�ctsr g -with. -licensed contractors to construct the project (Sec. 7044, Business and Professions Code- T4te'Contractors' State License Law does not apply to an owner of property who builds or improves ;;neon, and who contracts for the projects withla contractor(s) licensed pursuant to the Contracto State License Law.). (_) I am exempt under Sec. , B.&P.C: f iS_1;91on / e e: —11 fir(/ Owner: ate: 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/11/07 Owner: EAST OF MADISON LLC PO BOX 1482 LA QUI NTA, CA 922rT Contractor: OCTZ 200 SABOR MASONRY 41625 ECLECTIC STQU1NfA PALM DESERT, CA 9 DEPT (760)674-0666 Lic. No.: 649905 ----------------------------------------------- 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 olicyNum 0016140-2007 I certify that, in the p ormance of the rk for Nch is permit is issued,_1 shall not employ any person in any man so as to b u c the w kers' compensation laws of California, and agree that, if I'shou worker compensation provisions of Section 3707 the Labor Code, 1 I p rovisions.'640 ' �/1• ` plicant: WARNING: FAILURE TO SECURE ORKERS' 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. 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 applicatioh, the owner, and the applicant, each agrees to, and shall defend, indemnity and hold harmless the City of La Quinta, its officers, agentsand employees fr or oomission relate a work being performed under or following issuance of hi mit. 2. Any permit issued as a result of this a anon becomes null and void if work is not com nced within 180 days from date of is ce of such permit, or cessation of work for 180 days ill subject permit to cancellation. �r..see.. I certify that I have read this application a d state that the abov oI agree omply with all city and county ordinances and state laws-lating to buildin reby au a representatives Of this COUntV t0 entel.UDOn [he abOVe-menti DroOert or (Applicant or LQPERMIT i Application Number . . . . . 07-00002745 i Permit . . . WALL/FENCE PERMIT Additional desc . Permit Fee . . . . 108.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 8325 Expiration Date 4/08/08 ' Qty Unit Charge Per Extension BASE FEE 45.00 7.00 9.0000 THOU BLDG 2,001-25,000 63.00 --------------- ------------------------------------------------------------ Special Notes and Comments 333 L.F. 10' BLOCK WALL, ORCO SYSTEM AT CVWD WELL SITE, PER P/W & C/D APPROVAL (GOBLE & SAWA) Fee summary Charged Paid Credited ----------------- ---------- ---------- ---------- ---- Due. ------ ' Permit Fee Total 108.00 .00 .00 108.00 Plan Check Total .00 .00 .00 .00 Grand Total 108.00 .00 .00 108.00 LQPERMIT �o M..z � � J /, 4 W, J I'm, - 0.9 w in P -A. am m - - - -, !i n,, Bin # City of La Quinta CA446:- Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking. Sheet Permit # Project Address: �Z P �! Owner's Name: L L C A. P. Number: Address: Legal Description: Contract Address: City, ST, Zip: Telephone: Project Description: City, ST, Zip: . Telephone: 4 State Lic. # : City Lie. #: Arch., Engr., Designer: Address: /f d� Construction Type: Occupancy: City, ST, Zip: Telephone: State Lie. #: Name of Contact Person: Project type (circle one): New . Add'n Alter Repair Demo Sq. Ft.: # Stories. # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE. # Submittal Req'd Recd TRACKING . PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for correctionstissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for correctionslissue Developer Impact Fee .Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Z� - THE - MADISON CLUB October 12, 2007 City of La Quinta PO Box 1504 La Quinta, CA 92247 To Whom It May Concern: Please accept this letter to give Mark Alexander authorization to apply for and pull any permits associated to East of Madison, LLC in regards to The Madison Club. If you have any questions, please give me a call at (760) 391-5072. Sincerely, Jerry Anderson Project Manager DENT .OPMENT OFFICE. MAILING ADDRESS: PO BOX 1482, LA QUINTA, CA 92247 STREET ADDRESS: 80-955 AVENUE 52, LA QUINTA, CA 92253 TEL 760 391-5072 FAX 760398-5788 _.__71 10 1w4 bUL)NUAKY LINL IMPERIAL IRRIGATION DISTRICT (11D) PROPOSED WATER MAIN (760) 323-1851 PROPOSED WATER SERVICE 93 PROPOSED CENTERLINE 1-800-227-2600 PROPOSED RIGHT OF WAY MH PROPOSED FIRE HYDRANT LA QUINTA, CA 92253 PROPOSED BLOWOFF ASSEMBLY lt-- PROPOSED BUTTERFLY/GATE VALVE 0 PROPOSED REDUCER 11. PROPOSED STEEL CASING APN PROPOSED A/V RELIEF VALVE CONST. PROPOSED RETAINING/BLOCK WALL PROPERTY LINE PROPOSED CONCRETE PROP. PROPOSED DAY LIGHT 0 X10101111M, COACHELLA VALLEY WATER DISTRICT (760) 398-2651 IMPERIAL IRRIGATION DISTRICT (11D) 1-800-303-7756 THE GAS COMPANY (760) 323-1851 VERIZON 1-800-483-5000 TIME WARNER (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT 1-800-227-2600 "'WNEE'/LAND DIVIDER Of F'\ NAME: EAST OF MADISON, LLC MH ADDRESS: 81-100 AVENUE 53 BO LA QUINTA, CA 92253 NO. TEL. No.: 760-391-5072 C. 0. SHEET INDEX NTS SHEET NO. DESCRIPTION C&G 1 TITLE SHEET PCC 2 PRECISE GRADING PLAN INST),\LL 6" SDR 35 PVC STORM DRAIN @) 0.5% APN PRC 767-200-080 CONST. CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA UVWD WELL 78A SITE PRECISE GRADING PLAN AC ASPHALT CONCRETE LF LINEAR FEET ASSY ASSEMBLY MAX. MAXIMUM BC BEGINNING OF CURVE MET, METER BV BUTTERFLY VALVE MH MANHOLE BO BLOW OFF NO. NUMBER C. 0. CLEAN OUT NTS NOT TO SCALE C&G CURB AND CUTTER PCC POINT OF COMPOUND CURVE INST),\LL 6" SDR 35 PVC STORM DRAIN @) 0.5% CENTERLINE PRC POINT OF REVERSE CURVE CONST. CONSTRUCT I?- PROPERTY LINE D DEPTH PROP. PROPOSED DEFL. DEFLECTION PUE PUBLIC UTILITY EASEMENT DI DUCTILE IRON PZ PRESSURE ZONE DIA. DIAMETER RED. REDUCER DIR. DIRECTION RP REDUCED PRESSURE Ek EACH PZ PRESSURE ZONE EC EIND OF CURVE R/W RIGHT OF WAY ESMT. EASEMENT SD STORM DRAIN EX, EXISTING S/W SIDEWALK FH FIRE HYDRANT Ss SEWER GV GATE VALVE STA. STATION INV, NVERT TMH TOP OF MANHOLE IRRIG. IRRIGATION TYP. TYPICAL LAT. LATERAL VERT. VERTICAL VCP VITRIFIED CLAY PIPE WAT WATER WB WET BARREL THE SOILS ENGINEER HAS REVIEWED THE PLANS AND FINDS THEM TO BE IN CONFORMANCE WITH THE SOILS REPORT. �L TOLL FREE 300-227-2600 REPORT # 544-4810 DATE: 2/2/06 LEAST TWO DAYS lEFORE YOU DIG I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SOILS ENGINEER DATE SIGNATURE P. E. C55373 EXP. 12-31-08 DESIGNED �Uonsuli-arrt s Inc. BY:F.P.C, ICHECKED BY: F.P.C. SCALE: REVISIONS DATE NO.DRAWN It (: C.E.S.----]D�TE.- 7/26/07 1 1"=500' TRACT MAP NO. 33076-2 FOR MADISON CLUB BEING A PORTION OF THE NE 1/4 SECTION 10, T.6.S., R.7.E., S.B.B.&M. - --------- mibm 0 1 11 1:2 TRACT 31202 5 6 7 8 9 fE 413 14 3 j GRAPHIC SCALE 00 0 250 500 1000 6 200( --'C6T r�f-5, a I& fl to 11010 F, MIT, mll I N.T.S. ( IN FEET ) I inch = 500 ft 5' MIN z SEE RIM, PER PLAN DETAIL 10' MIN. DIA B" CONCRETE COLLAR 6" MIN (D AROUND INLET 3 EXISTING GRADE I I -Lu; F/11 Z 11= CL 111 GR - -�7m. 4.2" C. P. - 7 OPENINGS (0 THICKNESS 0 PIPE DIAMETER 0.10 ATL 12" 1w PER PLAN _ja� m V) L + AL 12" R.C.P. 18" C.M.P. THICKNESS =0.064 INV, PER PLAN NOTE: GRATED FRAME SHALL BE GALVANIZED SECTION A -A INLET DETAIL N.T.S. NL� FWAIINW41ml THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE [EXACT LOCAITION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH] MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS -OF EXISTING UTILITIES PRIOR TO, WATER OR SEWER CONSTRUCTION AND VERIFY THEIR HORIZONTAL AND VERTICAL LOCAVIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF RCE CONSULTANTS, INC. THE CONTF�ACTOR SHALL NOTIFY RCE CONSULTANTS, INC, PRIOR TO POTHOLING. IF NECESSARY, RCE CONSULTANTS, INC. SHALL REVISE THE PLANS, THE CONTfRACTOR SHALL BEGIN WATER OR SEWER CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR CONSTRUCTION. RCE (,ONSULTANTS, INC. MAKE N6 REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK'NUMBER, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PF�EPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OIF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL- BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINIEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTItNG FOR LIABIL.ITY ARISING FROM THE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GENERAL NOTES 1. ALtL WORK SHALL BE INSPECTED BY CVWD INSPECTION DIVISION. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWD'S REGULATIONS AND STANDARD SPECIFICATION. 2. WQRK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. 3. CONTRACTOR SHALL CONTACT CVWDS CHIEF INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION TO ARRANGE A PRE CONSTRUCTION CONFERENCE. 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRE CONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE, AND OTHER PERTINENT DATA. 5. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH CVWD'S CHIEF INSPECTOR BETWEEN 3:30PM AND 4:30PM FOR 'THE FOLLOWING WORKING DAY, IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE ITS WORK FOR; ANOTI-IER TIME, IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT NOTICE TO CVWD, CONTRACTOR SHALL BE ('HARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. EARTH. W.. ORK QUANTITIES - CUT VOL, 880 C. Y. FILL VOL. 0 C. Y. NET VOL. 880 C,Y, STATIC WATER PRESSURE = E/M. psi, WATEfR WORKS MATERIAL SHALL. BE RATED FOR 150 psi. CONSTRUCTION NOTES AND QUANTITIES DESCRIPTION APPROX. QTY. INTAI—L TWO (2) 8' GATES (16' WIDE TOTAL) AND 3' MAN GATE PER CVWD STD. DWG. NO. W-43 1 EA INTALL TWO (2) 8' GATES (16' WIDE TOTAL) PER CVWD STD. DWG. NO. W-43 2 EA INSTALL S MAN GATES PER CVWD STD, DWG. NO. W-43 GATES MUST SWING INSIDE THE WELL SITE AND MUST BE PAINTED 1 EA CONE->TRUCT 8' HIGH CONCRETE BLOCK WALL PER SECTIONS A—A 333 LF CONE3TRUCT 4" CONDUIT PIPE FOR ELECTRICAL SERVICES FROM NEAREST IID BOX TO THE WELL SITE I EA DEEPEN FOOTING TO 36" WITH ADDITIONAL VERTICAL AND HORIZONTAL REINFORCING BARS ON FIRST 3' OF WALL. SOLID GROUT ALL CELLS 4 EA INSTALL UNDERGROUND TELEPHONE SERVICE 1 EA INST)kLL 6" CONCRETE DRIVEWAY OVER 6" AGGREGATE BASE, 20' MIN. AND EXTEND 5, MIN BEYOND GATES 914 5F PLACE 4" OF CLASS 11 BASE OVER ENTIRE SITE 26,810 SF EXISTING 12" D.I.P. POLYWRAPPED WATER MAIN, PER CVWD DWG. #34540 1 EA REMC)VE END PLUG AND CONS rRUCT INLET STRUCTURE FOR BLOW OFF WATER PER CVWD DETAIL DWG. W-41 1 EA CON>TRUCT 88" SQUARE CONCRETE STOOP 60 SF INSTALL 10"x14" SAFETY WARNING"DANGER HIGH VOLTAGE UNDERGROUND ELECTRIC" ON INSIDE FACE OF WALL ABOVE PROPOSED ELECTRIC TRANSFORMER PAD. BARCO (800/228-2703) OR APPROVED EQUIVALENT I EA INST),\LL 6" SDR 35 PVC STORM DRAIN @) 0.5% 25035 LF DETAIL 111311 DETAIL TE L3"x2 1/2%3/8" 4. RODDED END A LUG 3/4"xl 1/2" PUNCH 1" HOLE 1/4 IN PIPE TO RECEIVE LUG 1/4t, /1/4La. _, OF LA QUINTA t BUILD INC, &S-3AFETy EPT. D APPrrj0lV/ED FOR CONSTQj ir, 1 CLEAR "Ulm 2� CL C.V..W.D. DRAWING APPROVAL DAIS 27 AUG 07 3%1/2" BARS Chicked: PROJ EN ER DWO. Na, Raoornmanded! 357CrR TO AF ENC E 45 TE APPR. (D Qa E 2 W C CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA DRAWING NAME: WELL SITE 78APG-WELLSITE7`$A-08-01-CV`WD PROJECT No. PRECISE GRADING PLAN 0001 MDC TITLE SHEET TRACT MAP NO. 33076-2 BEING A PORTION OF THE BENCH MARK DATUM CORRECTION: SUBTRACT 1000.00 FEET TO ALL ELEVATIONS SHOWN HEREON TO REFLECT ACTUAL MSL. ELEVATIONS RELATIVE TO THE BENCH MARK DATUM. STAMP BASIS OF BEARINGS BENCH MARK 7595 Irvine Center Dr. Suite 130 Irvine, Ca. 92618 ESSi Phone: 949,453.0111 F. THE NORTH LINE OF THE NW 1/4 Fax: 949.453.0411 OF SECTION 9, TOWNSHIP SOUTH, PD 3 3W NO. C5573 RANGIE 7 EAST, SAN BERNARDINO MONUMENT IN HANDWELL AT THE EXP. 12-31-08 � BASELINE AND MERIDIAN PER PM INTERSECTION OF WASHINGTON ST 44/67-68 SAID LINE BEARS & 42 AVENUE ELEV=.117,05' FILE CI\ -VI \ N89'46'12"E 0502 1- f -171 OF LA QUINTA t BUILD INC, &S-3AFETy EPT. D APPrrj0lV/ED FOR CONSTQj ir, 1 CLEAR "Ulm 2� CL C.V..W.D. DRAWING APPROVAL DAIS 27 AUG 07 3%1/2" BARS Chicked: PROJ EN ER DWO. Na, Raoornmanded! 357CrR TO AF ENC E 45 TE APPR. (D Qa E 2 W C CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA DRAWING NAME: WELL SITE 78APG-WELLSITE7`$A-08-01-CV`WD PROJECT No. PRECISE GRADING PLAN 0001 MDC TITLE SHEET TRACT MAP NO. 33076-2 BEING A PORTION OF THE El 70' 3%6' RRIVEWAY CROSS SECTION ALONG CL � . . SMT. 99517 TW PROIP. 8" SEWER PER PHASQ- 1 SEWER PLANS '986.00 FG RIDGE LINE PROP. DAYLIGHT BASE OVER ENTIRE SITE—\ INSTALL 4" CLASS 11 12' LANDSCAPE & 095.17 JW tqT 78A DRAINAGE ESMT. 86.5 TF 0 35,50 NSTALLj 1 O%l 4" SAFETY WARNING SIGN 982.78 INV PROP. DAYLIGHT "DANGER HIGH VOLTAGE UNDERGROUND ELE ,bEEPEN FOOTING TO 36" W1 ADDITIONAL VERTICAL AND HORIZONTAL REINFORCING BARS ON FIRST 3' OF WALL. 0-1 .987.55 G SOLID GROUT ALL CELLS TYP. > INSTALL 6" CONCRETE DrRIYF 'OVER ROP.16 6" AGGREGATE BA�� MIN. AND EXTEND DRIVEWAY ,PER CROS NOO FG SECTION HER GT_TE 5 986.00 FG EXISTING 12" D.I. TEE W/ (2) D.I. GATE ry RIDGE LINE VALVES, REDUCE BLOW BLY 990,10 PER CVWD DWG. # 34540 FG IN, INSTALL TWO (2) 995.a4 8" GA 985.83\ TF TRANSFORMERPAD INSTALL UNDERGROUND TELEPHONE CEPER U TILITY REQUIREMENTS EXISTING 6' PERIMETER WALL VIC NO. 'W-43 !�90 qDUIT PIPE FOR ELECTRICAL EOP 988.5o HP/F INSTALN COI' SERVICES F N�AREST IID 13OX TO THE WELL SITE, COORDINATE NTH' C"D FOR INSTALLATION OF EXISTIN .03 TRANSFORMER AND PAD----,\ TILITY PULL BOX 98961 0 EXISTING DRY kfl�j 1 U 1<00 INSTALL 4" CLASS It 4 UTILITY LINE BASE OVER ENTIRE SITE tn 985.50 POLYWRAPPED WATER TF EXISTING TEMPORARY (990.01 F CVWD#33380 CLUBHOUSE FACILITY. 12" D.I.P. POILYWRAPPE STORM 986.00 FG WATER MAIN 18"xl8xl2' D.I. TEE, DRAIN I PER MADISON CLUB PHASE 2 WATER PLANS, CVWD.DWG. #34540 22' PUE III) ESMT. PROP. FLOW LINE DRAINAGE SWALE 994.,80 TW DRAINAGE ESMT. 985.46 TF 15, EXISTING TEMPORARY z CLUBHOUSE PARKING N REMOVE END PLUG AND CONSTRUCT INLET STRUCTURE X, FOR BLOW OFF WATER PER 98� TF c E\XISTING 18" D.I.P. WATER PEHCVWD DETAIL DWG. W-41 PHASE 2 WATER PLANS, 00 CVWD DWG. #34540 .93 INV EXISTING 8' V.C.P. SEWER ER INSTALL TWO (2) 8GATES PER PHASE 2 SEWER P NS CVWD STD. DWG. NO. W-43 EASEMENT 985.70 FG; EX�ITING, 12" STORM DRAIN PER Oki ( IN FEET ) P. E. C55373 12-31-08 mlConsultants, Inc. 7585 Irvine Canter Dr. Suite 130 Irvine, Co- 82618 Phone: 949.453.0111 Fax: 948.453.0411 BENCH MARK DATUM CORRECTION: SUBTRACT 1000.00 FEET TO ALL ELEVATIONS SHOWN HEREON TO REFLECT ACTUAL MSL ELEVATIONS RELATIVE TO THE BENCH MARK DATUM. STAMP I BASIS OF BEARINGS I BENCH MARK THE NORTH UN� OF THE NW 1/4 OF SECTION S, TOWNSHIP SOUTH, --�� RANGE 7 EAST, SAN BERNARD|NO NO, -5573 BASELINE AND MERIDIAN PER PM 44/67-68 SAID LINE BEARS CIV li N89^46'12"E PID JJVv MONUMENT IN HANOWELL AT THE INTERSECTION OF WASHINGTON ST 8c 42 AVENUE ELEV=117.05' 985.70 FG ~ 984.70 FL . . ��G�Y UTILITY VAULT UTILITY LINE , APPROVEP BY PLANNING D P�RTMENT DATE EXHIBIT b�,t&s CASE NO. DATE ` . 27 AUG 07 APPROVED BY: CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA DRAWINGNAME: _Q A PG -WELLS ITE78A-08-02-C CVWD WELL SITE 7%jl--x PRECISE GRADING PLAN PROJECT No. 0001 MDC PLAN SHEET TRACT MAP NO. 33076-2 SHEET 2 OF 2 � �� *�� DIAL TOLL FREF� 1-800-227-260* AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA � . . SMT. 99517 TW PROIP. 8" SEWER PER PHASQ- 1 SEWER PLANS '986.00 FG RIDGE LINE PROP. DAYLIGHT BASE OVER ENTIRE SITE—\ INSTALL 4" CLASS 11 12' LANDSCAPE & 095.17 JW tqT 78A DRAINAGE ESMT. 86.5 TF 0 35,50 NSTALLj 1 O%l 4" SAFETY WARNING SIGN 982.78 INV PROP. DAYLIGHT "DANGER HIGH VOLTAGE UNDERGROUND ELE ,bEEPEN FOOTING TO 36" W1 ADDITIONAL VERTICAL AND HORIZONTAL REINFORCING BARS ON FIRST 3' OF WALL. 0-1 .987.55 G SOLID GROUT ALL CELLS TYP. > INSTALL 6" CONCRETE DrRIYF 'OVER ROP.16 6" AGGREGATE BA�� MIN. AND EXTEND DRIVEWAY ,PER CROS NOO FG SECTION HER GT_TE 5 986.00 FG EXISTING 12" D.I. TEE W/ (2) D.I. GATE ry RIDGE LINE VALVES, REDUCE BLOW BLY 990,10 PER CVWD DWG. # 34540 FG IN, INSTALL TWO (2) 995.a4 8" GA 985.83\ TF TRANSFORMERPAD INSTALL UNDERGROUND TELEPHONE CEPER U TILITY REQUIREMENTS EXISTING 6' PERIMETER WALL VIC NO. 'W-43 !�90 qDUIT PIPE FOR ELECTRICAL EOP 988.5o HP/F INSTALN COI' SERVICES F N�AREST IID 13OX TO THE WELL SITE, COORDINATE NTH' C"D FOR INSTALLATION OF EXISTIN .03 TRANSFORMER AND PAD----,\ TILITY PULL BOX 98961 0 EXISTING DRY kfl�j 1 U 1<00 INSTALL 4" CLASS It 4 UTILITY LINE BASE OVER ENTIRE SITE tn 985.50 POLYWRAPPED WATER TF EXISTING TEMPORARY (990.01 F CVWD#33380 CLUBHOUSE FACILITY. 12" D.I.P. POILYWRAPPE STORM 986.00 FG WATER MAIN 18"xl8xl2' D.I. TEE, DRAIN I PER MADISON CLUB PHASE 2 WATER PLANS, CVWD.DWG. #34540 22' PUE III) ESMT. PROP. FLOW LINE DRAINAGE SWALE 994.,80 TW DRAINAGE ESMT. 985.46 TF 15, EXISTING TEMPORARY z CLUBHOUSE PARKING N REMOVE END PLUG AND CONSTRUCT INLET STRUCTURE X, FOR BLOW OFF WATER PER 98� TF c E\XISTING 18" D.I.P. WATER PEHCVWD DETAIL DWG. W-41 PHASE 2 WATER PLANS, 00 CVWD DWG. #34540 .93 INV EXISTING 8' V.C.P. SEWER ER INSTALL TWO (2) 8GATES PER PHASE 2 SEWER P NS CVWD STD. DWG. NO. W-43 EASEMENT 985.70 FG; EX�ITING, 12" STORM DRAIN PER Oki ( IN FEET ) P. E. C55373 12-31-08 mlConsultants, Inc. 7585 Irvine Canter Dr. Suite 130 Irvine, Co- 82618 Phone: 949.453.0111 Fax: 948.453.0411 BENCH MARK DATUM CORRECTION: SUBTRACT 1000.00 FEET TO ALL ELEVATIONS SHOWN HEREON TO REFLECT ACTUAL MSL ELEVATIONS RELATIVE TO THE BENCH MARK DATUM. STAMP I BASIS OF BEARINGS I BENCH MARK THE NORTH UN� OF THE NW 1/4 OF SECTION S, TOWNSHIP SOUTH, --�� RANGE 7 EAST, SAN BERNARD|NO NO, -5573 BASELINE AND MERIDIAN PER PM 44/67-68 SAID LINE BEARS CIV li N89^46'12"E PID JJVv MONUMENT IN HANOWELL AT THE INTERSECTION OF WASHINGTON ST 8c 42 AVENUE ELEV=117.05' 985.70 FG ~ 984.70 FL . . ��G�Y UTILITY VAULT UTILITY LINE , APPROVEP BY PLANNING D P�RTMENT DATE EXHIBIT b�,t&s CASE NO. DATE ` . 27 AUG 07 APPROVED BY: CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA DRAWINGNAME: _Q A PG -WELLS ITE78A-08-02-C CVWD WELL SITE 7%jl--x PRECISE GRADING PLAN PROJECT No. 0001 MDC PLAN SHEET TRACT MAP NO. 33076-2 SHEET 2 OF 2 � �� *�� 07-1286 07-1287 07-1288 07-1289 07-1290 Bltl # ZBuilding ,LS$ II 11" City ®f La Quinta' & Safety Division . P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: See attached Owner's Name: East of Madison, LLC A. P. Number: See attached Address: 80955 Avenue 52 Legal Description: See Contractor: TBD attached City, ST, Zip: La Quinta, CA 92253 Telephone: (760) 391-5072^# Address: -Project Description: Precision block wall f7ith City, ST, Zip: wrought iron for'CVWD well sites. Telephone:z. i '" To be plastered to match existing perimeter State Lic. # : City Lic. #: walls. Structurally engineered, retaining Arch., Engr., Designer: RCE Consultants, Inc. walls. Address: 7595 Irvine Ceneter Drive, Ste 130 City,.ST, Zip: Irvine, CA 92618 w Telephone: (949) 453-0111 t State Lic. #: r Name of Contact Person: Kim Fincher Construction Type: Occupancy: n/a Project type circle one New Add'n Alter Repair Demo Sq. Ft. i3, 15i 1. .#Stories: n #Units: n/a Telephone# of Contact Person: (760) 535-9443 Estimated Value of Project: $700,000.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance ' Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical 2_1 Grading plan 2°" Review, ready for corrections/issue Electrical 4 Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue l v School Fees Total Permit'Fees i. U. 94+ - .a+MMaA 00 PZ Arff. Legal Description Lot No. Tract No. Project Address APN Lf. 73 33076-1 52802 Madison Street 767-200-067 624 Zg p 74 33076-1 53552 Madison Street 767-210-090 625 (' 2j¢ " 77 33076-1 53365 Monroe Street 767-210-081 612 b'1,. (_Z - `"q'8 , 78 33076-1 52592 Humboldt }} 767-200-0807 Z%9J 673 b1 1 ([ 79 33076-1 52552 Meriwether Way 767-690-045 617 3151 r0 -tJl` '- *v. e. i t t t C CITY OF LA QUINTA PLAN CHECK CORRECTION LIST A RCE Consultants May 2, 2007 1 Jenner St, Ste 200 Irvine, CA 92618 F; Structural Review Only PLAN CHECK NO. 07-1286 thru 1290 FIRST CHECK/ APPROVED ADDRESS Tract No 33076-1 OCCUPANCY U-1 SCOPE OF WORK Block walls TYPE -OF -CONST. V -N Lots 73, 74, 77-5.78 & 79 The submitted plans and specifications have 'been reviewed by the VCA CODE GROUP. In our professional opinion the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTA and the State of California Amendment. APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND ASSOCIATION. Plans checked by:. Neil Evans, PE VCA CODE GROUP 2200 W Orangewood Ave, Ste 155 Orange, CA 92868 (714) 363-4700 ext. 750 VCA File No. LQ- 19755a -e • 8� �lIISM .�j Gj ZY1 ✓8� � . 4 �2- rnbold-F- z - 2 e-4►- (� y + CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 11/17/2006 -- aPPIUVdIS are Torwarded to the Buildin .& SafetyDe artment direct) b Public Works. Please CkO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until. ALL requirements listed below are. complete. Incomplete applications or applications which cannot be proc Esued will be returned to applicant. Date: Tract Nc�.:= Address.(s); " Developer: , it� -71' Tract. Name: /; �0i0/lDl? The folldwing are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: CUSTOM HOMES: PROVIDE ITEMS #2 #3 #4 AND #5 BELOW TRACT HOMES:. PROVIDE ITEMS #1, #2. #3. #4 (AR APPI WADI Cl ARlr% iY M .nr�tw. rnvvlut IItIV15 #I BELOW ' ❖ SIIGNS:. PROVIDE ITEMS #8 BELOW /f'1A-SSCA'DINZ.- 1. Attach Pad Elevation- Certificates in compliance p nce with the approved design elevation for building wkPa (maximum allowable deviation of .+/- 0.1 foot). Pad Elevation Certificates must be current (ut date). If a (within 6 months of currenprecise grading plan creates the .pad for approval, please. ithhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach, geotechnical certification of grading. plan compliance. 3. Attach recorded final map.showing proposed building locations are legal lots. 4. Attach a completed < 1 acre per lot or infill project Fugitive Dust Control project information form, P1010 plan & agreement or provide alternative & valid City approved PM 10 plan set reference 'n limber or hard copy plan. PM 10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. 5. .A-1tach an approved precise grading P 9 g plan for the building location(s). AO flood zone developments Will require an approved flood plain developmentplan. 6. A{htach an approved rough grading plan for the building location(s). 7. Attach wall plan & related approved grading. plan. is 8. Attach sign layout/plan & related precise grading/landscape plan. �l I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed bui►dings/structures/walls/signs on the subject lot(s). Prirsuant s, abov roject ay be released for building ermi issuance. r Recommended by: Date b-7 Public Wirks stribution: Green ( 11 � Sheet to Building &Safety counter (_) Green Sheet to Community Development Declined for approval for reason(s) as follow(s), please correct and resubmit: �N II r 1 1 La Quinta - PM 10 Project °Information < 1 acre per Lot or Infill Project Pae 1 of 3 Form updated & effective 8/25/2005 Project Information Project Contractor: Project Phase Project Phase Project Name: (Check One): .El Construction Project Tract Number: .❑ Demolition Lot Number(s): Anticipated Start Date: Anticipated Completion: Project Street Address: Total acres in active construction (<-1 acre per Lot): Project Contact Information Please Note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non- business hours. Name: Title: Company Name: Mailing Address: City: State: Zip Code: Primary Telephone Number: Fax: 24 Hour Access/Emergency Phone: Cell Phone: PM 10 Certificate Number: ❖ Expanded PM10 plans for commercial and residential developments > 1 acre are required by the City of La Quinta. PM 10 <1 acre per Lot or' Infill Project) Fugitive Dust Control Plan Page 2 of 3 Plan updated & effective 8/25/2005 This plat i shall take into account applicable SCAQMD Rule 403 regulations. Training may be obtained by contacti1i g SCAQMD (Sharon Zamora- Phone: (909) 396-2183.). This plan shall consist. of the following action items: V+r ATERING: Continuous watering is" required 9 to .prevent dust and must occur a minimum of -4 times daily. Water shall -be applied to dry soils to stop: Visible dust emissions over 20% opacity _ • Visible dust emissions that travel over 100 feet. • Water'source % hch water meter at front (south) side of pad. ❖ EDUCATION: Responsible. Dust Control Individual and key personnel shall attend SCAQMD PM10 crass and obtain PM 10 certificate number prior to construction activity. HEATHER MONITORING: Wind predictions ' p tons shall be monitored: SIGNAGE: Use Coachella Valley Fugitive Dust Control Plan Handbook Construction Site Signage Guidelines. TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering or sprinklers... F& gitive Dust '.hall be prevented by fencing off site to prevent unauthorized traffic on pada (15 I ph maximum traffic speed). •°• PI4RKING: Parking is not allowed on the a p d. All vehicles must park on street (at .designated areas only). ll TRACK OUT: Provide 24 hour street cleaning and .track out system as approved by City Public Works Inspector. (No dirt on public or private roads). Track out shall be cleaned. up within one hour of incident. 11 ❖ DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California. Building Code grading requirements. Piles shall be kept moist.or covered with tarp material. Larger dirt.piles'will require stockpile.or grading permit. ❖ FENCING: Provide PM 10 fencing at perimeter of public roads and where applicable. Wood slat feIncing can be' installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace.PM10 fencing during the construction -phase. 1 EQUIPMENT: Extra hoses and sprinklers shall be maintained. on site. ❖ EXCAVATION MEASURES: All areas to ber excavated or graded shall - g be pre watered. Water shall be applied during -excavation or grading operations also. DIUMP TRUCKS: Open top dump trucks to be wet down, moist and tarped prior to leaving site. INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. City of La Quinta - Site Specific Construction Phase PM 10 Agreement Page 3 of 3 . Agreement updated & effective 8/25/2005 The signature of the property owner (or authorized representative) Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to AQMD Rules 403 and 403.1; ❖ Shall constitute and agreement to comply with all project conditions as identified in the approved dust control plan; The property owner (or authorized representative)' Acknowledges that dust control is .required 24 hours a day,.7 days a week, throughout the period of project performance, regardless of project size or status, ❖ Shall ensure that each. and every contractor/subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; Shall authorize representative of the City/County to enter upon the above mentioned property for inspection and/or abatement purposes; and ❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any City/County initiated abatement activities. Signature of Property Owner or Authorized Representative Printed Name IN Title Date Company ` CITY OF LA QUINTA PLAN CHECK CORRECTION LIST Y.• h + { s % RCE Consultants M_ ay 2, 2007 . 1 Jenner St, Ste 200 .Irvine, CA 92618 �. Structural Review Only PLAN CHECK NO. 07-1286 thru 1290 FIRST CHECK/ APPROVED ADDRESS Tract No 33076-1 OCCUPANCY U-1 SCOPE_ OF WORK Block walls TYPE -OF -CONST. V -N Lots 73, 74, 77, 78 & 79 ° The submitted plans and specifications have been reviewed by the VCA CODE GROUP. In our professional opinion the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTA and the State of California Amendment. ' APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT, TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND ASSOCIATION. Plans checked by: Neil Evans, PE VCA CODE GROUP - ;� 2200 W Orangewood Ave, Ste 155 ' Orange, CA 92868 (714) 363-4700 ext. 750 VCA File No. LQ- 19755a -e • • r