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BWFE2014-111778-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&,t,, 44QuiKrw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2014-1117 Property Address: 81640 MACBETH ST APN: 767800061 Application Description: 35LF 4' RETAINING WALL - PROTO II DETAIL Property Zoning: S- Application Valuation: Applicant: LENNAR HOMES OF CALIFORNIA INC OUTSIDE CITY LIMITS 1 LA QUINTA, CA 92253 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 Professions Code, and my License is in full force and effect. License Class: License No.. UC -0003434 Date: 4 Contractor:'f voel 00"w OWNER -BUIL rmexe ARA N I hereby affirm under penalty of perjury that I 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 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).: (_) 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 nol 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.). (_) 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.). (_) I am exempt under Sec. . B.&P.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 Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 1 INSPECTIONS (760) 777-7153 Date: 11/5/2014 Owner: IOTA GRIFFIN 4675 MACARTHUR CT NO 15 NEWPORT BEACH, CA 0 S- c z mo Contractor: ip S LENNAR HOMES OF CALIF '@ INCA OUTSIDE CITY LIMITSr".)m y O LA QUINTA, CA 92253 -tom (915)817-3600 m Llc. No.: :LIC -0003434 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 t03700of or which this permit is issued. ave and will maintain workers' compensation insurance, as required by Sec 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: _ Policy Number: _ _ 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 workers' compensation provisions of Section 3700 of the Labor Co I shall forthwith comply with tho a pro inions. Dater ` ApplicanAOMPE/NATION WARNING: AILU E TO SECURE WORKECOVERAGE ISUNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINALTIES 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 Building Official 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 city to ter upon the ove- mentio771;X spection purposes. Date:Signature (Applicant or Agent): L' DESCRIPTION FINANCIAL INFORMATION ACCOUNT. QTY AMOUNT PAID PAID DATE RET WALL <=12 -.FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - FIRST 100 LF PC 101-0000-42600 0 $60.91 .$0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for RETAINING WALL- $108.77 $0.00 TOTALS:• 00 Description: 35LF 4' RETAINING WALL - PROTO 11 DETAIL Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 11/4/2014 SKH Approved: Parcel No: 767800061 Site Address: 81640 MACBETH ST LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 136 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 35LF OF 4' RETAINING WALL AT NORTH SIDE OF PROPERTY [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. ADDITIONAL SITES CHRONOLOGY Printed: Wednesday, November 05, 2014 8:51:42 AM 1 of 2 CN?WS YS TEM S DESCRIPTION _ ACCOUNT QTYAMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD y PAID BY CLTD BY RET WALL <=12 - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for RETAINING WALL $108.77 $0.00 ATTACHMENTS Printed: Wednesday, November 05, 2014 8:51:42 AM 2 of 2 CB? SYSTEMS INSPECTIONS COMPLETED RESULT DATE REMARKS NOTES i SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE BOND BEAM FINAL" -T FOOTINGS i ATTACHMENTS Printed: Wednesday, November 05, 2014 8:51:42 AM 2 of 2 CB? SYSTEMS TOP WE LOO 9291 TRW 473.83 A�[tTl 468.50 LOAF 126 TW 478 PEe(7a'.6) FG 469.8 TW 478.50 F�1�a�472a`e�) TF 468.50 TF 471.83 TOP TOP TOP wy' TRW 470.50 To 469.8 TRW 470.50 /r,` �. FG 469.6 ^ FG FG 469.8 j �'' ay,.,7 TF 468.50 N TW 475.1 0, TF 468.50-t;. `C`a-•-.• TF 469.1 r� PSL TW 0" Min rIARI WALL (Pqo TF `'r".��?.•��� P SEE PLAN ' 56.68' stv LOT 136 BELMONT 4C RT3 j • j j r FF 470.47 PE 469.8 GARDEN WALL W/ F' OFFSET RETAINING W L E SECTION A -A 002 Use Proto II Trench footing Here based on LaQuinta Standards P �1 C 468 15 TC 468.226) - p�� MACBETH STREET 0' 20' 40' SCALE 1"=20' f ■ ACBETH STREET 20• ,o SCAB 1'-20• . HIr m� xZ wW JJ CD J ZV Z Z I< w� Im co iL r IL_ O� J Q r ' Gam.. t �...'✓1:1 . .���^per✓�.+ �iJ�::�`.i I ACBETH STREET 20• ,o SCAB 1'-20• . HIr m� xZ wW JJ CD J ZV Z Z I< w� Im co iL r IL_ O� J Q r Respectfully submitted, PROFTSSIONAL CARUSO TURLEY SCOTT REGISTRATION . SO Slates FAR/ Washington D.C. C� ` } Fid t"• U.S. Virgin Islands a U.S. Puerto Rico —� S6i2 Saskatchewan t u rT TALICT U�A� C1 Mike Farmer OF cA We`�y\ Project Manager, S.E. T: (480) 774-1726 Direct E: mfarmer@ctsaz.com File: 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 T:(490)774=1700 F: (480) 774-1701 ` Ivtvw.ctsazcom November 3, 2014 Gary Otto Proto It Wall Systems 41800 Cascades court Temecula, Ca 92591 JCARUSO TURLEY RE: Griffin Ranch - Lennar SCOTT Lot 136 Retaining Wall structural LaQuinta, Ca engineers CTS Job No. 14-115-9357 Dear Mr. Otto: At your request, we have reviewed the proposed location of the Proto II fence wall in relation to the 4' STRUCTURAL ENGINEERING retaining wall in the attached sketch. Please be advised no surcharge to the lower retaining wall will occur rXPERTS if the following modifications are be made to the attached sketch (see redlines): PARTNERS- ' Richard Turley, PE 1. A minimum of 4'0° distance between the walls in lieu of the 3' that is currently shown. Paul Scott, PE, SE 2. A trench style footing is used below the proto 11 wall in lieu of the spread footing shown. Sandra Herd, PE, SE, LEED AP Chris Atkinson; PE, SE, LEED AP Thomas Moms, PE, LEED AP Richard Dahlmann, PE Please contact our office with any questions or comments at (480) 774-1700. Respectfully submitted, PROFTSSIONAL CARUSO TURLEY SCOTT REGISTRATION . SO Slates FAR/ Washington D.C. C� ` } Fid t"• U.S. Virgin Islands a U.S. Puerto Rico —� S6i2 Saskatchewan t u rT TALICT U�A� C1 Mike Farmer OF cA We`�y\ Project Manager, S.E. T: (480) 774-1726 Direct E: mfarmer@ctsaz.com File: 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 T:(490)774=1700 F: (480) 774-1701 ` Ivtvw.ctsazcom So ':_.TO V-01 Hl r - NO FENCE ON TOP - CONVENTIONAL RETAINING WALL SCHEDULE • • 3" /i✓i./i 'R' MAX 'X' BARS SOIL FACE 'B' 'T' w 'K' 'C' 2'-0" #4 AT 48" O.C. V-2" 4" PERFORATE -ED PVC PIPE 8" N/A 2'-8" #4 AT 48" O.C. 2'-0" 4" 8" N/A 3'-4" #4 AT 48" O.C. 1'-10" 6" 8" 6" 4'-0" #4 AT 48" O.C. 2'-4" 9" 8" 10., 4'-8" #4 AT 48" O.C. 2'-8" 9" 8" 12" 5'-4" #4 AT 40" O.C. 3'-2" 1 12" 8" 14" 6'-0" #4 AT 24" O.C, 3'-10" 1 12" 9" 15" FINISHED GRADE 4:1 MAX SLOPE NO ADDITIONAL SURCHARGE ALLOWED - SEE SHEET B FOR MORE INFO. W J • • 3" /i✓i./i Li 3/4" OPEN GRADED V) GRAVEL BACKFILL w GEOFABRIC WRAP • a 12" O.C. MAX. MIN. 2 — X 4" DIA. SCHEDULE 40 PERFORATE -ED PVC PIPE WITH 1% MIN. GRADIENT n TO APPROVED OUTLET KFILL I DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. ALLOWABLE SOIL ACTIVE PRESSURE = 30 PCF MAX. 4. SEE SHEET B PRIOR TO START OF CONSTRUCTION. CAP BLOCK (OPTIONAL) 1 #4 CONTINUOUS IN 8" DEEP t:--!/ SCLID GROUTED BOND BEAM. o (Ckf N J U • • 3" /i✓i./i CLR #4 AT EACH HOOK AT 12" O.C. MAX. MIN. 2 — BARS IN FOOTING 3" #4 AT 48" O.C. CLF /AS SHOWN 'Kj 'T' n 'B' —HORIZONTAL JOINT REINF. AT 16" O.C. i /-VERTICAL REINF. 'X' BARS LAP PER SHEET B ,--8" SOLID GROUTED RETAINING WALL /-2"0 WEEP HOLES AT 6'-0" O.C. AS ALTERNATE TO PERFORATED PIPE NOTE: �'- DRAINAGE SHOWN ARE MINIMUM 3 REQUIREMENTS. SEE SOILS REPORT IF CLR J AVAILABLE FOR FURTHER INFO. TYP PROTO II STANDARD LA OUINTA, CA K 190 C�2 SEALED ON C I T Y OF LA I a 1 Ef 91 5 BUILDING & SA Lu S4055 m I T y RAWN ' Zkq 1 S 8964 TMH °G o CARUSO o `gym' PRCT -II n -RCAt Jr T<^O)NWR ji �N( NCR TURLE'Y WWW.�ROT02.COM 8.T�2D1 JAI L51 sTRUCTU�P ��P `fie SCOTT ^ 9Pepp@ 41800 CASCADA COURT EOMECU , CA 2591 �: GARY oryj�Q PACKAGE HE/E�T iFOFCA SF�� INC. �e �N 66 PH# (951) 694 3�(53rtbbEo,T www.C($OZ.com av u,rivf�ri (MAY ONLY BE IN$TAELE�B THESE DRAWINGS/CALCULATIONS ARE CONST 1 C NtRAL STRUCTURAL NOTES 1. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL VERIFY THAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 150 PSF/FT (SOIL TYPES SW, SP, GW, OR GP) STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR PASSIVE) AND A MINIMUM ALLOWABLE BEARING PRESSURE OF 1500 PSF. 2. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO , FIT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER. 3. SEE SHEET A FOR FOOTING SIZES AND WALL REINFORCING, ETC. USER IS RESPONSIBLE TO VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE APPROVED SITE PLAN, APPLICABLE CODE, AND JURISDICTION REQUIREMENTS. 4. SOIL BELOW FOUNDATIONS SHALL BE WELL DRAINED AND NON -EXPANSIVE. USE CONCRETE WITH A MIN. STRENGTH OF 2,500 PSI - TYPE II CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT. 5. LAP REINFORCING STEEL: LAP = 24" FOR #4 BARS IN MASONRY AND 32" FOR #4 BARS IN CONCRETE. 6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2000 PSI MIN. (F -M DESIGN CRITERIA FOR BLOCK IS } BASED ON 1500 PSI). STANDARD HEAD AND BED JOINT BLOCKS WITH MORTAR SHALL BE USED. BLOCKS TO BE LAID IN RUNNING BOND. 7. MORTAR SHALL BE TYPE S, 2000 PSI MIN. GROUT SHALL BE 2000 PSI PER THE LATEST EDITION OF ACI 530. MECHANICALLY VIBRATE GROUT IMMEDIATELY AFTER PLACEMENT. 8. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING. 9. REINFORCING REBAR SHALL CONFORM TO ASTM A641; Fy = 60,000 PSI. 10. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP). 11. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND 20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. VERTICAL REINFORCING SHALL OCCUR WITHIN 8" OF END OF WALL AND 8" EACH SIDE OF CONTROL JOINT. 12. SEISMIC DESIGN CRITERIA: Ss=2.0, S1=0.749 SOIL CLASS=D (ASSUMED), RISK CATEGORY I. NO DYNAMIC LOAD APPLIED TO RETAINING WALL PER CBC SECTION 1803.5.12(1) 13. WALLS ARE DESIGNED FOR 4:1 SLOPING SOIL. NO ADDITIONAL SURCHARGES WITHIN 8'-0" OF WALL ARE ALLOWED. ADDITIONAL SURCHARGES INCLUDE, BUT ARE NOT LIMITED TO, HOUSE FOUNDATIONS, DRIVEWAYS, FENCE WALLS WITHIN 8'-0" OF FACE OF WALL AND SOIL BACKFILL OVER 4:1 SLOPE. 14. ALL CONVENTIONALLY REINFORCED MASONRY DESIGNS ARE BASED ON FULL STRESSES AND REQUIRE INSPECTION. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDES: FOOTING STEEL LOCATION AND GRADE, AND SIZE/DEPTH OF FOUNDATION AND CLEANLINESS OF FOUNDATION. FOR MASONRY A PRE -GROUT INSPECTION SHALL BE PERFORMED. THE PRE -GROUT INSPECTION INCLUDES: VERIFICATION OF THE LOCATION OF STRUCTURAL ELEMENTS, GRADE OF REINFORCEMENT AND OVERALL WORKMANSHIP AND QUALITY OF MATERIALS BEING USED FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS. ADDITIONAL SPECIAL INSPECTIONS AS REQUIRED BY JURISDICTION. PROTO II STANDARD THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SIIAL IS AFFIXED WITH WRITTEN SIGNATURE ES CITY T VF LA 10 1 IINITAI P BUILDING & SAFETY DEF98E SEALED ON I APP r —115-01 8/19/14 ` (j RAWN S40 5 m FOR CT 964 TMH * CARUSO o ' ©� PROT T -II n yVgLLS[TEM D TE NGR S LS'T rRUCTV�P i TURLEY Ne�m=� WWW ROT = P--P@p✓ 41800 CASCADE OquFfi tE 591 08.19.2014 JAC ��P SCOTT A T G HEET 9TFpF Cpl\F�� INC. fi$�3�� PH® (951) 694 B www.ctsoz.com (NAY ONLY BE INSTALLED BY APPROVED AND CERnFIED INSTALLERS a" ) »» 1'• 6'. AND 8' THICK POST-TEN!0NE0 YA$DNRY WAIL$ THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SIIAL IS AFFIXED WITH WRITTEN SIGNATURE A 479.17 472.50 PSL TW V 473.83 4'0" Min I SEE PLAN ��t'::�,�-..-- � -4.7:=1'-�"t'.`,'S�m i'�;,:• Q 8 A L(� 17 9 TRW 473.83 50 (� iL?i�j `Ild`,l?i 3.17 ITTPE4 G�FEai�J•r7& 0) FG 469.88.50 Pc -q((,47 "'aa�) ny 478 TF 471.!.50 TF 468.50 471.83 TOP TOP top TOP 1 TOE 8 rot TRW 470.50 TRW 470.50 / Win-., G 469.8 ^. 469.8 T 77.17 FC 469.8 , '•'` T.. n.� TF 468.50 �; TF 468.50 \:r,. C `' `� �ilSr+�� '\l.Ur"' TW 475.1 TF 469.1 70.50 "1 ,\ n �� --. � • ..-,6,-'� `. 4�,. "`iii " 00-- 5668 LOT 136 I : yam BELMONT 4C F 470.47 RT \� PE 469.8 G F.: E n 11' • ' pf r L:.. . ' �a ��C__ i4615� Cot, _ � ry0' / TG 1468.20) /MACBETH STREET 1 % WALL WALL GARDEN WALL W/ OFFSET RETAINING W L SECTION A -A SCALE: 1 F Proto II ch footing based on inta '!•o R�� 0' 20' 40' SCALE 1'=20' m Q Z wW J j �J `I z Q Z LLI cc 1 Z M iL F- 0 O J r� Qd- LOT �w sees• •.:;;: .: _..:.. BELMONT188 HT FF 470.47 ® PE 489.6 $5&" A -A SG4E: 1 �4 11' - A , fL( 408? �MACBETF STREET SCALE I -2D' ,I Ln Wi -i J CD I z V Z t.-< W i Z co C9 IL I . ox A0 CARUSO TURLEY SCOTT structural engineers STRUCTURAL ENGINEERING EXPERTS PARTNERS Richard Turley, PE Paul Scott; PE, SE Sandra Herd, PE, SE, LEED AP Chris Atkinson; PE. SE, LEED.AP Thomas Monis, PE. TEED AP Richard Dahlman, PE PROFESSIONAL PEGIsTRATIoN 50 States Washington D.C. U.S. Virgin Islands U:S. Puerto Rico Saskatchewan 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 T: (480) 774-:1700 F:(480)774-1701 %V%W/.ctsazcom November 3, 2014 Gary Otto Proto II Wall Systems 41 NO Cascades court Temecula, Ca 92591 RE: Griffin Ranch - Lennar Lot 136 Retaining Wall LaQuinta, Ca CTS Job No. 14-115-9357 / Dear Mr. Otto: At.your request, we have reviewed the proposed location of the Proto II fence wall in relation to the 4' retaining wall in the attached sketch. Please be advised no surcharge to the lower retaining wall will occur if the following modifications are be made to the attached sketch (see redlines): 1. A minimum of 4'0" distance between the walls in lieu of the 3' that is currently shown. 2. A trench style footing is used below the proto II wall in lieu of the spread footing shown. Please contact our office with any questions or comments at (480) 774-1700. Respectfully submitted, CARUSO TURLEY SCOTT 9 OCTI3, Mike Farmer o� c Project Manager, S.E. T: (480) 774-1726 Direct E: mfarmer@ctsaz.com File: Bin #Qy Of Lel QCAittd Btiilding ec Safety Divhion P.O. Box 1 SO4, •78-495 Calle Tampico ia.Quinta, CA 92253 - (760) 777-7012 Building Pennit Application and Tracking Sheet Permit # ProjeaAddtess: Griffin Ranch Owner's Name: Lennar Homes Inc k P. Number. Address:980 MOntecito Dr, Suite 302 Legal Description: TTM 32879 city, ST, zip: Corona CA' 92879 Contratxor. Lennar Homes Inc Address: Same as above Telephone: Project Description: City, ST, Zip:- : Construction of Lot 136 - 4' retaining wall Telephone: Total -35 lineal feet State Lia 4: —bn FileCity Lic. fJ On File.. Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: Project type (circle one): New Add'n Altar Repair Deno Sq•FL: #Storie"S: #Units: State Lie. ff: Name of Contact Person: Ulrich Sauerbrey Telephone # of Contact Person: 760-610-9410 Estimated Value of Project APPLICANT: DO NOT WRITE BELOW THIS LINE q Submittal Req'd Recd TRACMG PERMITF'EES Pian Sets Plan Check submitted Item Amocot Structural Calls. Reviewed, ready for corrections Plan Cheek Deposit Truss Cates. Called Contact Person Pian Check Balance Title 24 CalcL Plans picked up Construction Flood plain plan Plans resubmitted. Mecharilcal Grading plan Z`! Review, ready for correct'ionsiwsue Electrical Subcostactor I3at Called Coutact Person Plumbing Grant Deed Plans picked up S.M.I. iLOAL Approval Plans resubmitted Grading IN HOUSE:- Review; ready for torrectioru/issae Developer Impact Fee Planning Approval Called Contact Person AS.P.P. Pub. Wka. Appr Date of permit Issue School Fees Total Permit Fees