The URL can be used to link to this page

BWFE2014-103678-495 CALLE TAMPICO D l Qum6i VOICE (760) 777-7125 FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/2/2014 Application Number: BWFE2014-1036 Owner: Property Address: 78120 CALEO BAY LLQ PARTNERS APN: 643200008 801 S RAMPART BLV, #200 Application Description: MULTIPLE BLOCK WALLS LAS VEGAS, NV 92253 Property Zoning: Application Valuation: $550,000.00 Applicant: Contractor: D W JOHNSTON CONSTRUCTION INC D W JOHNSTON CONSTRUCTION INC 1445 N SUNRISE WAY 1445 N SUNRISE WAY SUITE 203 SUITE 203 PALM SPRINGS, CA 92262 PALM SPRINGS, CA 92262 (760)285-6068 Llc. No.: 699640 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: B License No.: 699640 r , ( jDate: Z"^ ( L CoOntract- w 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).: ( ) 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 11, 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.). (_J 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 Name: Lender's Address: 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 t rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3 00 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: _ 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 Code, I shall forthwith comply with those provisions. Date: ly` Applicant �' U 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. 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 enter upon the above- mentionneed property for inspection purposes. Dat � J' —� Signature (Applicant or Agen FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $22.00 $22.00 9/2/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS DEBIT R925 PJU Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $22.00 $22.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $190.19 $190.19 9/2/14 PAID BY METHOD RECEIPT # CHECK #• CLTD BY LLQ PARTNERS DEBIT R925 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.19 $47.19 9/2/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS DEBIT R925 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.06 $60.06 9/2/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS DEBIT R925 PJU Total Paid for FENCE OR FREESTANDING WALL• $297.44 $297.44 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL >12 - EA ADD 50 LF 101-0000-42404 0 $257.40 $257.40 9/2/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS DEBIT R925 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL >12 - FIRST 100 LF 101-0000-42404 0 $71.50 $71.50 9/2/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS DEBIT R925 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL >12 - FIRST 100 LF PC 101-0000-42600 0 $59.58 $59.58 9/2/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS DEBIT R925 PJU Total Paid forRETAINING WALL• $388.48 $388.48 TOTALS: $707.92 $707.92 Description: MULTIPLE BLOCK WALLS Type: WALL/FENCE Subtype: Status: APPROVED Applied: 8/26/2014 SKH Approved: 8/27/2014 PJU Parcel No: 643200008 Site Address: 78120 CALEO BAY LA QUINTA,CA 92253 Subdivision: PM 27892 Block: Lot: 8 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $550,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 55LF OF 6' GARDEN WALL AND 501LF OF RETAINING WALL WITH ADDITIONAL GARDEN WALL AT MULTIPLE HEIGHTS AND LOCATIONS AS PER APPROVED PLAN. [ANGLEUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Printed: Tuesday, September 02, 2014 1:42:03 PM 1 of 3 RmfSYSTEMS CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT D W JOHNSTON CONSTRUCTION INC 1445 N SUNRISE WAY PALM SPRINGS CA 92262 (702)967-5000 CONTRACTOR D W JOHNSTON CONSTRUCTION INC 1445 N SUNRISE WAY PALM SPRINGS CA 92262 (702)967-5000 OWNER LLQ PARTNERS 801 S RAMPART BLV, #200 LAS VEGAS NV 92253 (702)967-5000 Printed: Tuesday, September 02, 2014 1:42:03 PM 1 of 3 RmfSYSTEMS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE Printed: Tuesday, September 02, 20141:42:03 PM 2 of 3 CN?WsrsrEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA FOOTINGS 101-0000-42404 0 $190.19 $190.19 9/2/14 R925 DEBIT LLQ PARTNERS PJU ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.19 $47.19 9/2/14 R925 DEBIT LLQ PARTNERS PJU 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.06 $60.06 9/2/14 R925 DEBIT LLQ PARTNERS PJU . 100 LF PC Total Paid forFENCE OR FREESTANDING WALL- $297.44 $297.44 RET WALL >12 - EA ADD 101-0000-42404 0 $257.40 $257.40 9/2/14 R925 DEBIT LLQ PARTNERS PJU 50 LF RET WALL >12 - FIRST 101-0000-42404 0 $71.50 $71.50 9/2/14 R92S DEBIT LLQ PARTNERS PJU 100 LF RET WALL >12 - FIRST 101-0000-42600 0 $59.58 $59.58 9/2/14 R925DEBIT LLQ PARTNERS PJU 100 LF PC Total Paid for RETAINING WALL- $388.48 $388.48 TOTALS: REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE Printed: Tuesday, September 02, 20141:42:03 PM 2 of 3 CN?WsrsrEMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINAL" FOOTINGS BOND BEAM REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE Printed: Tuesday, September 02, 20141:42:03 PM 2 of 3 CN?WsrsrEMS Printed: Tuesday, September 02, 2014 1:42:03 PM 3 of 3 CN?WsrsrEMs F�Bin# City of L..0 Quinta Building &r Safety Division }, Permit # II P.O. Box 1504, 78-495 Calle Tampico . La Quints,CA 92253 - (760) 777-7012. (,J Building Permit Application and Tracking Sheet Project Address: '7 g -'I 2o 0-6,, 0 re'ne Owner's Name: LJ4 A. P. Number: (43 20 O `-a O, e t Address: ,D 1 '9� �v�� Legal Description: , City, ST, Zip: t V ..-P- � � � • Contractor: Tele h ne> Address: 144S S:4 n `(s Q WA Project Description: r:EL (Z City, ST, ZiP: 0.M. o��oZ S^ �15I CA . 'lot r, o 6-`1 Telephone:1100- %6-%14. <:1 :>.Cl< Lev, State Lic. # :6 qq1,4V q1,4 Lic. # -.- �O .SC31 / _' = Z h Arch., Engr., Design-: k -/ A� t , Z (� ' 3/b C/ 4 Address: �' -Vo !r.(w y City., ST, zip: Qq j4 C.'H, Telephone: �>�.<n Constru. cti n Occupancy: Type State Lic. air DemooJecttYP circle one) Name of Contact Person: .e ��j... Sq. Ft.: b # tones: #U nits: le Telephone # of Contact Person:t0 - o`�O b 0 Estimated Value of Proj �s APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACYING 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. Title 14 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for correcti s(ssue Z. Electrical Subcontactor List Called Contact Person Plumbing Grant Dced Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Jrd Rcyiew, ready for correctionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fccs Total Permit Fees 01 ED' IN?A NCM NIV ptvE�,OPN�ENT 6'. High Wall 2' to 4' Retaining Heel -in Footing(- C�-®-1.Oomp-hiulta__ B*�Zilmc R is�+a7,6FIt'' Y �j6 �'s � l �AFETY DEPS,ANGELUS BLOCK MASONRY FENCE WALL .SYSTEM 6A/ � DESIGN CRITERIA: FOR CONSTRUCTION T{gypN � 1. DESIGN CRITERIA PER 2013 CBC OPTIONAL WALL CAP 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf D i 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf NO SURCHARGE 6. MASONRY COMPRESSIVE STRENGTH, Pm = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE #6 STD. LADDER TYPE PROJECT SPECIFIC SITE. (#5 STD FOR SLUMPSTONE) NOTES: JOINT REINF.: AT. TOP COURSE, AT FIRST .COURSE, AND 24"o.c. 1. REINFORCING STEEL SHALL. BE DEFORMED AND CONFORM TO ASTM A615 AT FENCE 'H' + 12" GRADE 60. PROVIDE SPLICES'(LAPS) OF 48 BAR DIAMETERS OR 24 - INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS U.O.N.6" WIDE (NOM.) CMU ' DISTANCE TO EDGE OF w/ VERT. REINF. NEAREST ADJACENT #4 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL. (�D24#4 (16' LONG CMU) -FOUNDATION WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. ® CTR. OF WALL 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS GROUT CELLS w/ REINF. lo OTHERWISE REQUIRED BY SOILS REPORT. of 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS #4 HORIZ. ®24"o.c. BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR ® RETAINING WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE).. OR OPTIONAL CHAMFER ANGELUS BLOCK SLUMPSTONE SHALL BE USED.' 4"0 SDR 35 PERF. PIPE w/ BACKFILL_ 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 1c.f. 3/4" GRAVEL WRAPPED IN WELL GRADED, CLEAN MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND MIRAFI. 140N FILTER FABRIC- SANDS OR GRAVEL OR REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS SLOPE TO DRAIN. WATERPROOF COMBINATION MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY BACKSIDE OF RETAINING WALL USC= GW,GP OR SW,SP REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, 8" WIDE (NOM.) CMU AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF FULLY GROUTED 'oop5i. � O-� o PS o 2j" OUTSIDE FACE w 7. , iRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETEOF BLOCK TO IS PLASTIC. 'X' BARS PER OF VERT w SCHEDULE,.LAP = _ B. CONCRETE BLOCK SHALL BE LAID IN RUNNING BONG PATTERN WITH 24" MIN.. ti VERTICAL CONTINUITY OF THE CELLS. F.G. w 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF . o 40'-O"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET -SET FIRST Z MORTAR WASHED COURSE ). GROUT ALL CELLS WITH REINFORCEMENT. #4 CONT. - C -4 1. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL #4 CONT. ® 12"o.c. - U FOOTING REINFORCING IS. TIED IN PLACE. 8. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS CONT. CONC. FTG. 3" C R. SEE DETAIL SHEET S-5.1. Y 3. 00NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE CONC. KEY 12" 12" 'B' MIN. LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. ANDERSON .DESIGN GROUP Structural Engineering Building Design . 228 East Badillo Street Covina . CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "en9/neering excNience since 195r PER C� EX -16 9T RUC 09- CA. ACA1. DATE SIGNED 6-25-14 S-1.6LQ #55 MASONRY FENCE WALL SCHEDULE H' MAX. REINRWALL STEM 'X' BARS TYPE PER S-2.0 16' LONG CMU B' MIN. ' C. 2'-0" 'A' B' 40924"o.c. 4032"o.c. 3'-8" 2'-9" O'-1" N/A 'A' B. 4024"o.c. 4032"o.c. 3'-10" 3'-0" O'-1" N/A 'A' 4®16"o.c. 4'-2" .0'-3- B, 4®32"o.c. 3'-5" N/A A' 016"o.c. 4'-8" 0'-4" 0„ 'B' I #4032"o.c. 1 3'-11" LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. ANDERSON .DESIGN GROUP Structural Engineering Building Design . 228 East Badillo Street Covina . CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "en9/neering excNience since 195r PER C� EX -16 9T RUC 09- CA. ACA1. DATE SIGNED 6-25-14 S-1.6LQ #55 ANDERSON DESIGN GROUP Structural Engineering' Building Design 228 East 8adillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 'englneering excellence since i 957' � I � / 34 * P.. 31 1 %P T 'QOCT FL<' F OF C SFO DATE SIGNED 6-25-14 S-1.2LQ #6255 of z) 6' to 8' High Site Wall A• Trench Footing -GC�� OOmp (a - _ BLOCK Ca, INC. Risk a# 90r\b& I SAFETY DEPT. St— 1946' r ANGELUS BLOCK MASONRY FENCE WALL SYSTEM6A .ide 0�7 OVE® BARS CONSTRUCTION DESIGN CRITERIA: 'L' STEM 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf OPTIONAL WALL CAP DATE _ BY 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 6'-0" 5. CANTILEVER ACTIVE = 30pcf #4054"0.c.A' 6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. SPECIAL INSPECTION 4024"o.c. NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 2'-0" 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. #6 STD. LADDER TYPE NOTES: (#5 STD FOR SLUMPSTONE) 4054'o.c. JOINT REINF. AT TOP. COURSE, 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24"o.c. GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER- TYPE) SHALL BE COLD–DRAWN STEEL ' WIRE -CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.. 6" WIDE (NOM.) CMU #4048"o.c. GROUT CELLS 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 28 DAYS, UNLESS w/ REINF. OTHERWISE REQUIRED BY SOILS REPORT. 2'-0"' 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION. SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR J WITHOUT MORTARLESS HEAD JOINTS (TONGUE–AND–GROOVE), OR 4048"o.c. ANGELUS BLOCK SLUMPSTONE SHALL BE USED. x w a 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS = 'X' BARS PER N MANUFACTURED BY E–Z MIX INC., CONFORMING -TO PROPORTIONS AND SCHEDULE . @ ? w REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL a MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY SETBACK REQUIREMENTS OF ASTM C270. 7'-4" 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, PER SCHED. AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4016o 'OOpsi. X D 00 QS'Y'BARS 3'-0" 3'-2" PER 7. jRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP w IS PLASTIC. PER 'L' B. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH 0 VERTICAL CONTINUITY OF THE CELLS. F.G. Z J N 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 1 a 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET–SET FIRST MORTAR WASHED COURSE 2 MIN. 0. GROUT ALL CELLS WITH REINFORCEMENT. 1 A' w 1. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL D FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL2–#4 CONT. Z o REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. � 2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS o '" to SEE DETAIL SHEET S-5.1. � 0. a AINIMUM DEPTH V 0 SLOPE i7 SSETBACK LOPE 0'-0" 1'-0" 2 :1 2'-6" 2'-0" CONT. CONC. FTG. I 8" 5'-0" MIN. —f 3 :1 2'-0" – CONT. TO DAYLIGHT ANDERSON DESIGN GROUP Structural Engineering' Building Design 228 East 8adillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 'englneering excellence since i 957' � I � / 34 * P.. 31 1 %P T 'QOCT FL<' F OF C SFO DATE SIGNED 6-25-14 S-1.2LQ #6255 of z) MASONRY FENCE WALL SCHEDULE H' MAX. 'X BARS REINF.wALL STEM 'Y' BARS 'L' STEM V MIN. 16' LONG CMU 18' LONG CMU TYPE PER 5-2.0 16" LONG CMU 18' LONG CMU 6'-0" x{4048"o.c. #4054"0.c.A' 4024"o.c. 4027"o.c. 2'-0" 2'-10" 'B' 4®48"o.c. 4054'o.c. 2'-0" 2'-2", 6'-8" #4048"o.c. X4®45"oc. A' 4016"o.c: 4018"o.c. 2'-0"' 3'-0". . B' 4048"o.c. 4054"o.c. '2'-0" 2'-4" 7'-4" /4048"o.c. 4045"o.c. A' 4016o 4018"o.c 3'-0" 3'-2" B' 8404 4045"o.c. 2'-0" 2'-5" x4040"o.c.4036"oc A' 40 409"o.c. 3'-4" 3'-5" " 00o.c. /4036"o.c. 2' –0" 2'-7"'B ANDERSON DESIGN GROUP Structural Engineering' Building Design 228 East 8adillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 'englneering excellence since i 957' � I � / 34 * P.. 31 1 %P T 'QOCT FL<' F OF C SFO DATE SIGNED 6-25-14 S-1.2LQ #6255 of z) i I • • - • 3_67' PLANTER TW 61.80 TW (55.52) ' TW 60.15 • • 4 • FG 57,9Q FG Iaa.D4 -• -- d �1 co co isp ca in- �41L 58.3a ,. _ 4-..--- D790°5B'27'" {lql a • . t /.. \/ / / r L_= 1.76r -TW- 5 c \ \ • T-24 I11ir p ❑ 6fi• • FG 55.40 06 �vir 2 -•;: - _ - re., SECTION AA :.- ,' � +. _ c� . a D=2 5 •0 1 - 55.52 TW SS.30 k i: •' • - ,..Y 4- �� -mu_. 25'0J ,- 108, 6 r tV, T.S. r 6 fr., ,,..n,'-r - 1=11 ', 4 L=4. EXISTING LAK£7 N - - • TF 55,12 r / �:: '�Qs :'" �� AIlCli i =1. FS 55,50 s �- In g ' '..:. - -¢'' " �,TIN 6 , i0 -i mum; i�iiEl� r * -_ x T=2. TW 55.52 4V. .=54-1 _ r . i� TW 60.30 A` .........„..?„‹.,....2,- +.-. *•�r rr f _ r _� - Ir7-...----- �' ' 1 ,:*4�. x �y y�j i O A� Iwi11C�IrRi.�.�,.. -- -_ -• rTf/] - --- - - _ --_-, -- - - { f!�/ R TF 59.12 Y`}.-ra&- �11-1FrwH-■■ i..r�.. Y TT •� _ A 1t ¢$ IF 5.7.1r ,�611�11C1e.` { "9,• iau w . 'ur � _ 58-- 58,3 ,.: f -�r' _� :•* �1=It=H-:i1=lfl�; r - .w ilti L-.w 7 ss y c.".. T-3R-__ r� a� • +. 9 .-- IF r yTW 58:tlOY F5 55.7,5.[7 4�fr} -� . -� - -- --- -,^ - - cf : C, w+ +c�li1�.-i1Ch1-i1C11;:l1�4ti11.�_. "r' �Q�lI I�,� 'TF 55.52 `- 6Ty7R _ . _ 1 _ "' +yer= 1=�'4�=liie�ClE1=iP11=11=1r - "�IQFI 11-rl-lip_. / F5 .b1.Q0- r •• ''' fV1f62.34J _T +'�il=l I 'll 11� -Il�ll"r1-11^li '.il�r_ . m+f �" _ . F 55.47 FG 55.6 ri,r,_ - 4 p. �..... - - - - - - -, a lH11 . e {rye 5 3 r{� p/, Js t'r sr r •_Ir=1'1`i=rl;z Ia1i=Ll�rll�..�=. ... w w■ 1I,s�� w11w �7,■fi� [^ }P, _ _ F .] .VU - +17• rq r11P._: SP�ik1� E,-BAY1i�; � �FJ . ate.„,.„ Ci.Z ��4 _ '�- "' • ? i -- 555 t1"A �. ,_ , ''. •.. - •Y� ,■ aeinviCIP14F.•.'i IC11.111='11.-111ICIICIIi ' 4,2111� IIr,11=0=0 �i1C1iC11Cilr�� .....,......~0` �aw�* !`:, �,O i R� i - Ti rl rw w w - i �r i w a r - ?Irk 1Elleilli11w11-alr,�,I I11-r�11a,11CIIw11E "Mho �Iw1r� li�=rr . -A.4.Irwr1-�iZIW4. �` � + r`,. Rom {'{ - --ti J -- Y;.. `.' . : .fig;. � Ni ll=11`411!ha11r.II= JCIICIIC11:11=11:li 1=11EI o '6#.liM -Z111I11IC1ifi:u_ q�#r=II FIw - Tin i r1 j .. - .W 41.0)- - - PLANTER - - -- Top DEC!{ - - - _ - _ - Ir=a=nmii raw = w - - - IV 58. �. ,r�11 ,1 a 1� 11 1>V r� _ �1 1r 13'-11 -rr rI� }-41`.w11-1r-uwu:.r� =l�-11 1 F ..- (E,E.=61.10) ::-.- tiF -'! - - w - - - w ter, w - .1 .� ^ rr • w A F• �`x 3■. -+ ^ IliI TF 55.52 . --' '- - - ' '-'- -' &2,06 p1:4!�li l-Iri'-��I� If-II-11. 11..11wlewll I-Iir1 wll-Ivllwrr�. IiatiCli-u-l_r�r_o � �.11 TW 60.15 _ - - .. �� F` F67,4a �IICll�ll.�l-l1-Ir-Vi=11C11= PAVER =Ii5:11=11= III=1�1 II'�llr,:l� �' 'a ilk �@ I 'll- l� j11 f �__ W ' A1/4 :,!�Cil 1,t1.i11rIf�.11C11:.i1.:lE _ wHC1t�uCH ICuwr �C�-�C!r� -r1. �11. -�w -Ilt ii:lrw - FS 57.9A- - FG 57.9 FS 59.50 [* tt�] p e �1'IF1-11-r1'11-r1- PATIO r1�1-I.�•1:.Ii1�1r'i1,C1I IlCllwl!-1:'II-r, " ICI!-IiC11:r �1 I 1I, _- AI - ''7=. my-, FS s.,.7.C7 r �� s_w_ s-- r a *V. i�` �* f y . Ilk• /// 1_, 1- it-II=11-al -1_11-11-11- +...nnu=i1mna izno rz.lawala d,�q i *- 11w1Eir=, na- ( .. NAVA r SECTSECTION f{� f p -1r FS 61.$0 11C11'11-11'i1'wI1 :ii1�1I:111Ii1iC 1I'nC �l1-i1:11i�I1-'Ii .li � IIr'i1IC11 _ _ ';N.�' 2T-3R_ 0 O r - . .. i1C1i:11Jr r1��1C11�i1Ci1i1in11r1111 unLi�:11r':ifl -n - - _ �7=4.e.Wieli .�.e�c+azT" ,.I1rl.lrll 1111 11 11=EI=11I=l1 -IIC11=rr=11C1rC1i■T•i1C11-IIC>1;►1�flClr�r1011kC 11:r F$ 1•$€1 ':11a "'�"'-t � " ` , 1.4")\:1147111111:- ,_.;. �,`7' 4. f Ci1C11C11C = _ _ _ _ _ = C = - - ` F • 1 a N.T.S. Il,r1=11C[I�i-w6ei 71e1llilri�11 F 62.6 )�111n!'1'i111I�1HH11 �11��1 F 16 . E ,,ll PLANTER ? - °°°°"R '� o4'4 ' ■e ,r• r �■, _ _-• - w w w w s C� �--- -� y r L171�1 Lf\ _..- 7,::_,.._„j:::::: vR � Q W CQ ' � -11-IIr lL llwrrwll-r1-11-11r A1r4ti1-11s11w- 1ir.rLr11-llwrtim. . 1 r•rrrk N.-.7r..a■.� - , - 1l+C ft 7r�brr:I1 ��'wllii 'i<i 1 f ••-• �• -_ • -_•- ieir C] �. I varro4w� + EQ VL OF i V 7�r I rj - ' CONSTRUCT DECK u-r.11=11sr fir. 11 I' •I- II21 -1 IN t i f• 1!III II'1g. `g `,'- o ~' G#TV! 132.3Q ed* ,.. • 5EE AF2£H. PLAN �rgn�� C1C1I r R.AH u in �i`I� Pi ir�-I1; i 101�:� '�irf 1 r ail oo oo - - - W r /� I � --S� p,...::.:. ' !� lr-1iI-1�Ir rppi1C1><-_!� ../,:ii.::. - TW-60.30 -'- - • 1111;M:II=ILMIll - ;II II it mEwlllii rCl 1 ri lWI an a L' zt i .r;: 17::r1C�1C1r� irl ��r-;41C If�i1Ir�ir- � - - T1�� '1 ' 11 11tCf1 - 1 � . u-'� ~ ~ • - 1 W-58.•30 _{EC-- .8r $ InCie=uCuC1r: 1g a- r-1 �-6=1 -vi-�j' Il- -- - I ,ti - i _ - H. Jwll-Ii:llCrla,l MI �I:rl�rr1lrl =ll 1 ' r11- r i •1-n`l- �� .°: --- DG--- _ �gIr�R1m11P�I�o�= ' i '. ! 1tIC .'ullwl II' ills' I� ' 44 ''Zi ""11 �. , y:�_ • -4,:z. TW-'S5<52 , - _F�528-0., M1r_1r=r r r - - - I:1 11r r- w. ;i -. ' 1 \ o o FG 55:8 - - TAP DECK ay .• - �� .._ I =4a o TOP OECD ,-uarlrH. - II i - 1:-"�- r 1 - I _ p r w w - - S i - #, - FG-55:40- ___. .�, . _ .Il-n-url - 1! H o. Ili , r �- cg e _62.40 u�,u. 1 ill= i 1�` T - -� DG TW 55,5 TW 61.90 ' s�=n= - ^ iE} PATIO (Tl ',) _ , • ` W5 J w A" • - - - $ L- 1.',.Ifols-ilr H..pi 1 11 1 {1 1 �` I ' - TW 62.41 ri iMIrCr1Crlm11s11mii Hnlluii ii ilmliorr;:i=r ICIiCIIClI,. ' .ailm alT #1 fi- iu n ir,H111 f. • r - - I • }rr�rl-II�IICrI-ri�1r'"I1-11"it~rr�ll'irl~1r�11""11C1!^11"r1C - 1:1' _�"� IICII"'ly III" • I.; w .a w - - - w - M - - w - w - - r r r - p1ir.um -IIw#1:II=Il^11^nI^IIrIIa71I-IICIIGu-11-11mmu=u--a„-li H '� rR ur.0 g yr^II I r.�'r = -;,i.s w r w - r a - r r r 1,• J•■ ■1■ i 1 I -11'il-Ill-11'i1�1I-11-r 'II'IICII+:II:lr-1I-1l-IICIr'II'rl ""; - r<1' 'il - 1 4 . TOG 61.93 ;Il- = = = = _ = _ _ _ _ _ - - - ii1i L'C5>f1'-t•41411Mn2n111a 1111 /III II II I1 11 r1 I4: 11 i1-11 i1 a II �I I f- - _ - - I n_H2.11CHC11=11=11c ys1;11=11_r1=11=11(N PAVER 1_II_11= -- !�� ""� 11""n'^i� `r1 "Irf: 1;FS 62,26 d . - I• SECTION - -�CIrry.ryIwl1ICIICIr-11 :::::11F:giMOU1411:1:11;611:q=TFUir!li 11"11- Ii-11^11 _ ��1-ii� �_�^i-'1r + '� -ry \ 7):tglo 7.: LI"1i=11= 1=1+1�1��"1 IIC�11-�P TIO �I� ICIr�11r, ►,��i •'; ��, " JL�' 1., • r i FI r 71 - rl-1"l=t II-II-u-n-n- l=rraii- - - 1-u-u-, 1 d12„ 1CIICIICII C11C11:II�IlC11 =11=r1=11=1r21i=11C11CIF ■ °""�"" - cyi -- i1_r1=i1vF- IIIIM •""-•1=11FE 1 CIMINEH=! ; . FS 62.25 , > }'°-IRS 1-15 II>f�11�1i=1L 11=11' FS ��.��. �. '-i: � �} _ - --- 1 �12"`'1� 1 PL "~�i�Iiil '7I�I�nR�rlin • (F.F.=B2, } -- ..� [. F5 62.25 \FS (62.26) FS 62.26 \FS (62,26 x . } • FS 62.26 �.__.. i 11 { r I. P.I7Egigi 12"� -_ -�,-;i CIO r 1 ` .. )..11(. , FW . 54i _...., . , ..... / .10 'Irk _ - - - • ry } b717.0_,, ai ip -1(:ir- fill _ .f F.F. 62.30 ` -.-) . • � ,.11,..4.7.:, I \5 '` ' r it 1 "" T POOLALL - O fir, T S. I ' rr#�' • w MATCH EXI• TING 5!: ).1D:r-.°N. M • `1. 4 �JN[ RE.TRAINF!] GURB. . : _. _ . .- . v 17 . �_- { -� .- .�. �.- {-";'.11! ' • 1 .� - - - 1 .- - -- j-II- II II'--II -' • -- - '- '•p 1, ; k` FS 62.26 : _� �- • r (E) POOL 7 ., rs (-62.2.5Q-----L II� .- ��I II _ „-. o \ i\\:\ r _ FS 2.2fF _ _r..r- _ w f -_Til " '' iii.• _ ' �f7 . .1 t . (,..,, % t 1 YV' S5;52 ii II - 8 �� -1 - ' \ ` "' L;r-...-� �,. ' a linf- -1 IA . rUi + + N ..; _pi, pf. 1 .J " TB c,4. .% 47 _ 1. ,r gc! 10 ! . i . . . .• •- g , : _\.\\.q:\..\\:\ - .. . .1... pa . . . . _ ______. .o j=\i FS 62,26 . , • b Y .. ...\.\\.\. 1 1 1 . r 0 1W\ SECTION E-E x-- . 5.\ .. i 4-,.,:, IcZ) nd.T.S. EXISTING LIAI( Iiii:CIVICI ael I t W,S.=54,1D .\:\rg, ,. \... •. � .�1Ay47 • s,..\.‘- ro ,. Oa {f, . . , toy z ..."•: • , D TW 58,3C TW 61.80 ,cf • F5 f2.26 T - - - • '\: '".\ •iP! FS 62.26 Z'_ .. # „N/ e FS 55,65 TF 57,Cr.� �j I ri: ---4 : k.Ii�. • illic ,, { ri 6T-7R TF 57.Q0 � FS 61, 0 r ‘/ ' ".\I : s 24 3T*11 1 24. 3T011 1 ' • • '31-011 C 1 1/2 CLR. HAMEY }'AIL FkBUILDING I - - + r -'T ; TO WALL {ZYP. 't, b ' 4r - I . .. 7 . AY _ �� f'CGIF44IF= Imo.!.- ! r ;ON T'�1� # ,' _: TW 58.3r1 Tf+ 60.30 TW 62.3U • .+ TW 61.$ '- ,� 1{ 4. FS �5g..2* 1, go TF 58.34 :i '�1 ,rfAV4AlliT ' �D{ .. 1 1/2� LR. HA DRA3L TO WALL (T I.1P► 1 E BY - 7 � ,� ' T R P N TW $.a� i. HI=�cHT 7 TOP F HANDRAIL ` \\\-. . ' F.662.26 • TW 60.15 T :- if 57.1$ . , I FS 59.50 -tillir - • - - 1•1l0. FO 80.00 ', A 2T-3R CONSTRUCTION - - - -.- -- - i •:,... FS 62.26 2,'1 - '.' +34 MIN. HEIGHT TO TOP OF HANDRAIL -�- . --- _ --- 8' TW 57,30 TW E '.$0 REMOVE Exist. LANDSCAPE, CONSTRUCT &" PCC CONCRETE __ - - - - - 7 5' T_ -5 .30_ 1� 2" { I -HAfDRAIL-TO-' +ALL- TYF.} . _- - _ �� TF 5,3:,T4 0r -ilaPJ � REMOVE EXIST PCG �NCRETEAlVDSC,4PL { \sp'..-6-flittl..i =Y-�.__ _ _ _.ram TW 61.80 AL • FS 61.0 corvsr rcT ¢!1 Pcc orvC, TEco . ._- . FS B2.2fi. r 2; -] -FS55,50- '• '� - _� _ . . ' +�ti _I ..r 1 , 1 - TW 57.30 _ , - R' TF 58.80 CONSTRUCT- 1 A . - - 4 CMU WALL (CINDER SEPERA TE PERMIT) ;n ' s T' 58..80 . ' likiiiiLtipor-,,,: ,---...4\_5.'7.90 k IS 57.95 - I _ __._ .11:' V"1.10112.11 0 :..r.. . ' _, _ 3 . % • CAfIT aL cry F4+4 17}?Al1V#4E - - - - • -_-_ I CONSTRUCT COVCRETE PAVERS (TO MATCH EXIST, CONC. PAVERS) - 1 '• TW 62.30 . * •TW 5930 '� `- J - ' CCIUSr7Rf1CT PCC CBNCRE7F STAIRS AND LANDING - Nimill\LI?:-..b--- TW 58 80 t ,,{rIiiiL_ `-� 1 T INSTALL PARKING LOT STRIPING PER PETAIL 8 i .w� n:?2. _ -, ter:- -•TW 62.30`' TW 61.30 `� g', .: -.} TW 60.30' 3 •$ 100W FS 58,D0 s - FS 5 95 TW 61.80 INSTALL ACCESSIBLE PAR 1 +G DETAIL 9 - - - 4y: ��}} up,FS 61.6{] 4 FS 59.68 " 8.3 N 1 _ r# 8 INSTALL �1NATIf0I�1ED VEHICLE WARNING SIGN PAR DETAIL �o !r. 1 r ' r FS 60.92„ 2 Y F5 60.80 f �, �1�1yr'�3 j�j surfaces, f ''kz,4a'3rds.shall be}�lo located equipment ou�yg�.open- -5. _-' - --- - - _ 1, * � _3 ,.f x ' --�--� - } ;, n ,- � = s 1 J •ided a&i .743€laces including mezzanines, itS.k u aJ.,r�ii y464a. . - :- �.. \ • r - t4_ 4 l i Vi ig- TY4 62.00 .� Pia l c ems, stairs, ramps and landings that are located to r- ` # �b 1till eIVMt; T 60.00 �- , : STAIR F'L.41 than 30 inches (7 2 tam) o the t1oor or ] - s . y 30 1 - 2 ( -• if. ar. e 4' ow W. ' ► V.- �._ --. . . ., . -_ . -. . -. . r .T s, FEE T. at any ]Q141" 1 in me es (91.4 gill 0 '.zor- }I. .. 1 �, rt I a` en 51 �aar s a u adequate ,. ,- L '' 1 1 1 ' \ r 1.. TIN 81.80 TW 61.80 1 10 0 IVIMP PLANTW 62.30 3 - I , 1�4.2' 1 0 1 2 3 It andattachment- in a or ante withSection1607.8. 1 '� !. : ti - • I N,TS � INCHES w tc ° +A yes rrorr s - , APPROVED SY: CITY OF LA gU1N iA �� - , a IMPORTANT NOTICE r. c,.nanrES MORN AR£MOAda,rrAmw s urr m,MIPAs c ,,,omsn # RE SI0i S DATE APB. BASIS OF` SEARIN S: - ESx.+Ar OrGrr vovrdt�tCopyrightDI4 - ANBORN A IE, Inc. IN THE CITY OF LA ()UINTA, CALIFORNIA SHEET NO. 4 • '14LL BEFORE YOU DIG s, mg c NAPA?J+eatrrs,wv err fe.ILrl7t�+RMIS ar Ppr PIRAw.�ae arsrar orsrm' - - - - ]Nat 9AARINGS HEREON ARE PASE'O UPON fih .CENXF,4ICNYE qFf SStp - SEC,o: 42rs are THE so �erlAto�rr cane •S FfAX"r' A Sanborn I2 box'23 _=3 C. a � 7178D SAG JACiN Tp OR. PRECISE GRADING 480 AVENU-AS SNOff9ti+ ON rR.icT.MAP NO 242 4' _ i r E 11,57 ar,r CR Lez.rrcvr ar,wr,amFi¢aTxa►v tolaotr+ EATS OR SPRUCrrr s 5,rox#r J All Rights ReS'e.rved. �,t 4 N, F�, i�A *I+ RANCHO MIRAGE CA 92270 TIIi Th{>f R, JONASSON P.E, DATE m sr,ws.vvr aanrrnmrr$r w +Cr JI va¢�t 4Ecao,ov� �LW L:Fsr OF RA Al.6G $f 4/G8-62, BEING N 89 31 O5 E � §. C � , dryEAr +CA Trdv mrAuarR BE IK#AaE r +0r JuaaE,m&Trovle oritir r5 ter 3R711er!MEM o,r co�v ,coma is -..wwwrr h ,er x Q R�r TEL 7 6O 42 3-0600 "Ramp ra Tore v rmagr Y r ss up Rorcm-.'r 2a-vaurr eaves mom ANp 0742 _ �.r a/ I�I1 PUBLIC IlURKS DIRECTOR CITY EHGB#ETR t r5{r1Ep d f]F4RE A tyF A 7 tpaEs r r alr fdE{�VFp ur Abr sYal++AY R4ETt °4SYS FAX R.C.E. $' >Xp, 1,� 31 a14 IW l Gri'11"6 1 . SEE"NAr At' Assr,or salt""ep6.411'�frr""srr __ I ° yr - FAX 7tiC 423-UfiC3 - - - -pF . - N AYATe IOU 6E uAL�. NO. 13515 THE CHATEAU AT LAKE L UINTA �HEETS Lapp MPS P-MAP TWE ecleo r ar cars vcmxr Ar DU PRCLEcr, MUMS privy 0,AL PREPARED UNDER THE SUPERV1Sat OF: `w YTUR PRE-M.41%7*N La NWBER CALL PMSOAS AOPROMP r. RAPT;MS rrOVreokitr#TALL.4.M.rcawAwocm ar.,z,Nor aCtoot_ BENCHMARK: no, J-1-E D SIGN Er: ,tt,S sf:ALE. r'e 25E' * Qr.Z-a1-n � 78-120 CALE() BAY FOR: iri Er, m rrpavu .pevurs MptarS .,a Om'rnoE coNTRACTUf star a mao xvarr AND Nag ,F CIVIL - r5 r y q J7 q LLO PARTNERS td O Nr LJNOERGROUND SERVICE ALERT rrg rldis�+t.+ 'rmx+.wrim 4,u+Aarrr:r�cAr.ae Ju,rtxtk,rr caa�tecraarr Hrnr �- - • r 1"I.P. 14TIF1 COUNTY FAG 1963 1N HANl1�S'�'LL A PE SDP2 LJ I 1 IR:147Y PERFORM ON A V FR0.ECr,CI Fi rrrrc MT!UMW War De$vz Nilu c-NZ-or?RE .DE(IKJ ay: A.Al,S DAM: e/22/2014 1 _ a POLL FREE I-600-'227 250 '' y, , vrMai cz.i+Prp(grov rkeram �Isun&rr ------ - lNTFPS LJ#OA1 i11�ES 4NEM1F ANDROAMS STREET r 0� CALI PC�� C. R1 EI5 DATE PARCEL 8 OF PARCEL MAP NO 27 92, R. +1.$. 1$2/6s O.R. w.4. r69{a41t+AiWari?MOWS ro 0*u s or r trz RAN! Act t 6.1.N6ES TO r1 a PiAreZ kW'ar CHEcacto f3 r: P C 1P ra, 1 - I9�1 T- _ �, TH 4 ORKWG OA)3 BEFORE YOU LVC tFar iwo ,v,ovmrs-1eaE.4.PRO�v or NE PRE.RER aF Maraf..+Hs ELEVATION - 92067 - R-C-E, 13515 EXP. 3/31/2011 I IN SECTION 3C, TOWNSHIP SI1IP 5 SOUTH. RANGE 7 EAST, S.B.M. - ro