Loading...
BWFE2014-108778-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 `&tit4lwQ" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2014-1087 Property Address: 53519 VIA PALACIO APN: 777220006 Application Description: 190 LF OF BLOCK WALLS AND (4) PILASTERS Property Zoning: Application Valuation: $11,000.00 Applicant: fV O M CASTILLO'S CONCRETE CO P0BOX 5 COACHELLA, CA 92236 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: C-8, C29 License No.: 881611 Date: f9 �i� % Z� 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).: (_) 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.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (� I am exempt under Sec. 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 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: MARY INGEBRAND POHLAD 90 S 7TH ST STE 5100 MINNEAPOLIS, MN 92253 Contractor: M CASTILLO'S CONCRETE CO P0BOX 5 COACHELLA, CA 92236 (760)398-9227 Llc. No.: 881611 Date: 9/22/2014 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 thVork for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Sectio 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:_ 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: (� �� Applicant: 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• mentioned property for inspection purposes. c Date: q/Lj Signature (Applicant or Agent): c K n M s n M mO D fV O T 4:-- 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 thVork for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Sectio 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:_ 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: (� �� Applicant: 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• mentioned property for inspection purposes. c Date: q/Lj Signature (Applicant or Agent): BLOCK CO.. INC. Wane 1116 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to 8' High Site Wall ` Spread Footing - C o 100mph (ult) Risk Category I 6' Wide CMU )ESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC Z. ALLOWABLE SOIL BEARING PRESSURE — 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION - 0.25, COHESION — Opsf 5. CANTILEVER ACTIVE = 30pcf i. MASONRY COMPRESSIVE STRENGTH, fm = 1500ps1. 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 PROJECT SPECIFIC SITE. VOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 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 COLO—DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl 0 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO. PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 'OOpsl. 2ptrb ps i t 7. iRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 0. GROUT ALL CELLS WITH REINFORCEMENT. 1. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS SEE DETAIL SHEET S-5.1. 3. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE OPTIONAL WALL CAP f6S. LADDER TYPE STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE; AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) GROUT CELLS - w/ REINF. L;1 { 1 ( BUIl_D1i'v FOR 'X' BARS PER SCHEDULE 0 CTR. OF WALL UA 'Y' BARS PER SCHEDULE LAP PER 'L' F.G.— WET—SET FIRST_ COURSE , 2—#4 CONT. CONT. CONC. FTG:—/ ALT. SENDS--' ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 Wigpl__ enpineerfnp excellence since 7957- It,, ..A QUINTA 3(��IV FE[TYj'DEPT. `JED TRUGTION 13Y 4� ®p a W. 3" CLR. TYP. S-1.OLQ #6255 MASONRY FENCE WALL SCHEDULE H' MAX.X BARS RONF.WALL STEM Y BARS 16" LONG CMU 18" LONG CMU TYPE PER 5-2,0 16' LONG CMU 18' LONG CMU 'L' STEM 'B' MIN. W-0" #4048"o.c. #4054"o.c. A 8' 4024"o.c. 4048"o.c. 4027"o.c. 054"o.c. 2 —0 2'-0" 2'-10" 1'-9" 6'-8" x/4048"o.c. �#4045'o.c. A, B' 4016"o. c. 4048'o.c. 4018"o. c. 4054"o.c. 2 —0 2'—.0' 3'-1' 1'-11 7'-4" i}4048"o.c. #4045"o.c. 'A' B. 4016"o.c. 4048"o.c. 4018"o.c. #4045 dO.C. Y—Oh 2'-0 8'-0" (j4040"o.c, x/4036"o.c. 'A' •8• 408"o.c. 4040"o.c. jK09"o.c. 4036"o.c. 3'-4" 2'-0" 3'-8" 1 2'=3" ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 Wigpl__ enpineerfnp excellence since 7957- It,, ..A QUINTA 3(��IV FE[TYj'DEPT. `JED TRUGTION 13Y 4� ®p a W. 3" CLR. TYP. S-1.OLQ #6255 BLOCK CO, INC. 1Since ANGELUS BLOCK MASONRY FENCE WALL SYSTEM .END OF WALL 8' High Max. Site Wall C o 100mph Risk Category I 6' Wide CMU 5 x HF. ��'�' 4 ��t}A A'A.At!• t l 4 :jA �, 1... { v { T. ICTUN A a X `°B X 0 5xHF O.A:j 5xHF. TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES A TOTAL WALL LENGTH 5xHF 3� t, 5 x HF MIN. RETURN TYP.. TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES 'l &.1 & f tS 1 t1 ANDERSON DESIGN GROUP. Structural Engineering Building Design 228 East Badlllo Street • Covina . CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 ' "onglneering excellence since ]957" 5 x HF MIN. + kF-94S' t.ED.5-21-14 S-2.OLQ #6255 BLOCK CO., INC. since I1K ANGELUS BLOCK MASONRY FENCE WALL SYSTEM )ESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION - 0.25, COHESION - Opsf 5. CANTILEVER ACTIVE - 30pcf 5. MASONRY COMPRESSIVE STRENGTH, fm - 1500ps1. 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 PROJECT SPECIFIC SITE. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 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. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl m 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS. BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 'OOpsl. ,ZODOQS I i. ..RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 9. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED -AT A MAXIMUM OF 40'-O"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 0. GROUT ALL CELLS WITH REINFORCEMENT. 1. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET S-5.1. 3. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE 6' to 8' High Site Wall Spread Footing ® Property Line C ® 100mph Ut.) Risk .Category I *6w Wide CMU OPTIONAL WALL � 5 STD' FOR QSLU 'JOINT W Oi�E� `- SCHEDULE LAP MASONRY .FENCE WALL SCHEDULE + �1 f t".JF LA QL11`! NTA �TA REINF. AT TOP. Z L' STEM in COURSE, AT FIRST. COURSE,- AND 24"ox z -� in #4054"o.c.A Vii'_; X SAFETY DEPT. WET -SET FIRST, - o ' r = �'l._v r� [.-� Lam./ Y '`� a N 2-#4 CONT. R CONSTRUCTION 6" WIDE (NOM.) CMU GROUT CELLS / w/ REINF. #4048"o.c. 04®45"o. c. BY -5y/ w lo 00 00 00 'X' BARS PER = W SCHEDULE ® of CTR. OF WALL nw. 'Y' BARS PER 4. SCHEDULE LAP MASONRY .FENCE WALL SCHEDULE PER 'H' MAX. Z L' STEM in F.G. z -� in #4054"o.c.A B' WET -SET FIRST, - o COURSE I a N 2-#4 CONT. CONT. CONC. FTG. --/I 3" CLR. ^( TYP. 'B' MIN. PER SCHEDULE --- ANDERSON DESIGN GROUP - Structural Engineering Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "a g/n re ro0 e>rCe11--slntt 1957- t: .w.3 957" t:.w.3 ta-a.W DATE SIGNED 6-25-14 S-1.1LQ #6255 MASONRY .FENCE WALL SCHEDULE 'H' MAX. X BARS REINF.wALL S" 'Y' BARS 1B" LONG CMU 18' LONG CMU TYPE'PER S-2,0116" LONG CMU 18' LONG CMU L' STEM B' MIN. 6'-0" j#4048"o.c. #4054"o.c.A B' 4024"o.c. 4048"o.c. 4027"o.c. 4054"o.c. 2-0 2'-0". 2'-3" 6'-8" #4048"o.c. 04®45"o. c. A 8' 4016"o.c. 4m48"o.c. 4018"o.c. 4054"o.c. T-0" . 2'-0" 3'-11 --T- T_4w {j4®48"o.c. X4®45"o.c. A' B' 4®16"o.c. 4048"o.c. 4018"o.c. 4045"o.c. S -OM 2'-0 4'-2" 1" j/4040"o.c. #4®36"o. c. A, ?B' 408"o.c. #4GiW0`o.c._ 409"o.c, 3 -4" 4'-8" 71 --- ANDERSON DESIGN GROUP - Structural Engineering Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "a g/n re ro0 e>rCe11--slntt 1957- t: .w.3 957" t:.w.3 ta-a.W DATE SIGNED 6-25-14 S-1.1LQ #6255 8' High Max. Site Wall C a 100mph r^ SLOS K� CCI., Risk Category I / ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU ,END OF WALL X5 x HF 5 "x=HF tn FA L . `..�1 ;,;C; TUN �. o x X X -'RETURN TYP.. 5xHF 5xHFn 5xHF. TYPICAL RREINFF�ORCED WALL STEM TYPES PLAN WALL TYPES � jy ) & TOTAL WALL LENGTH F 3a �� 4 1 5 x HF MIN. 1 im 5 x HF MIN. t: z_ z z z z w - w TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES t W .► & (' 8 .) 11 ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "ongfneerfng e -Bence since 3957" kT-&Sf GNED. 5-21-14 S-2.OLQ #6255 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $76.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - 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 WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forFENCE OR FREESTANDING WALL $185.63 $0.00 TOTALS:•• Description: 190 LF OF BLOCK WALLS AND (4) PILASTERS Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 9/22/2014 SKH Approved: Parcel No: 777220006 Site Address: 53519 VIA PALACIO LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 220 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $11,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 190LF OF 6' GARDEN WALL AT EAST PROPERTY LINE, 7 INTERIOR PORTIONS, AND (4) PILASTERS PER APPROVED PLAN. [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. DESCRIPTIONI ACCOUNT I QTY I AMOUNT I PAID I PAID DATE I RECEIPT # I CHECK # I METHOD I PAID BY I CBID BSAS SB1473 FEE 1 101-0000-20306 1 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: Printed: Monday, September 22, 2014 9:59:00 AM 1 of 2 NAAF CRUUSYSTEMS i 1 ADDITIONAL CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT M CASTILLO'S CONCRETE CO P O BOX 5 COACHELLA CA 92236 CONTRACTOR M CASTILLO'S CONCRETE CO P O BOX 5 COACHELLA CA 92236 OWNER MARY INGEBRAND POHLAD 90 S 7TH ST STE 5100 MINNEAPOLIS MN 92253 DESCRIPTIONI ACCOUNT I QTY I AMOUNT I PAID I PAID DATE I RECEIPT # I CHECK # I METHOD I PAID BY I CBID BSAS SB1473 FEE 1 101-0000-20306 1 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: Printed: Monday, September 22, 2014 9:59:00 AM 1 of 2 NAAF CRUUSYSTEMS i 1 _ W Y' SEQID INSPECTION TYPE T `PAID CLTD DESCRIPTION ACCOUNT QTY' AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD BY BOND BEAM BY WALL/FENCE - EA 101-0000-42404 0 $76.86 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $185.63 $0.00 TOTALS:00 Printed: Monday, September 22, 2014 9:59:00 AM 2 of 2 SYSTEMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FOOTINGS BOND BEAM FINAL" Printed: Monday, September 22, 2014 9:59:00 AM 2 of 2 SYSTEMS Bin.# 7 City of La Quints Bullding a Safety Division P.O. Box 1504,78-495 Calle Tampico ta.Quinta, CA 92253 -{760) 777-7012 Permit Application and Tracking Sheet Permit # 535e�//Building ProjectAddtess: 2Zo . l plc �� Owner's Name:./ �Il, A d�'k 1 tad A P. Number.Address: v Z 1 �( 1�7` Legal Description: City, ST, Zip: r ( j Contractor. � 4 � fL � a . Telephone: Address: Project Description: G'ijYiC City, ST, Zip: / Telephone a J _ State Lie. # : 1,6 / City Lic Arch., Engr., Designer. c / G 1 1 G+L�1 C✓ � . Address: �` S ' t! A City., ST, Zip: Telephone: Construction Type: 11,117r� Occupancy: Project type (circle one): New n Alter Repair Sq. Ft.: # Stories: # Unit;: Demo State Lie. #: Name of Contact Person:/17 7 j 1 S y� �� Telephone* of Contact Person: a�z) Estimated Value of Project: l f' QQD APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted y� Item Amount Structural Calm Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person Plan Check Balance. Tide 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mecharilcal Grading plan 2`! Review, ready for correctioustiissue Electrical Subcoutactor List Called Contact Person Piumblug Grant Deed Plans picked up S.M I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- ''' Review; ready for corredionsfiissue Developer Impact Fee Planning Approval Called Contact Person f A".P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees " 4K 2 GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SBWl BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY 1F, A VALID BUILDING PERMIT HAS BEEN ISSl1ED BY THE LA OUINTA BUILDING AND SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRIOURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR OWLOT CONSTRUCTION ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY SNOB 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. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, HTE GUM SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6' AND THEN COMPACTED TO NINETY PERCENT (90X) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MWD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO C1STlUTION OCCLRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PRQECT. 11. CONSTI TION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HIM OCOPANOY SMALL BE PERFORMED ONLY MING THE TIME PERIODS AS FOLLOWS- OCTOBER OLLOWSOCTOBER IST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8: 00 AM TO 5: 00 PM MAY IST TO SEPTEMBER 30TH MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY B: OO.AM TO 5:00 PM WORK SMALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 12. MAXIMWIM CUT AND FILL SLOPES = 2. 1. 13. MINI" BUILDING PAD DRAINAGE SMALL BE 2%. DRAINAGE SWALES SHALL BE A MINI" OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMWIIM SLOPE OF SWALES SHALT. BE 0.50%. LEGEND FINISHED SURFACE .............. FS HIGH POINT .................. HP LOW POINT .... .. .. .. . .. . . . ... LP GRADE BREAK ....... ........ GB " INVERT ................ .... INV TOP OF WALL ... . .. . .. .. . . .. .. TW PAD ELEVATION ................. PE FINISHED FLOOR ELEVATION........... FF FLOWLINE .... . . .... . . ... .. FL PROPERTY LINE ........ . ... . ... . - PL - CLEAN OUT ... C.O. SIT . TOP OF CURB TOP OF FOOTING .. ............ TF FINISHED GRADE . ............. FG TOP OF GRATE .................. TG END OF PAVEMENT . . . . . . . . . . . . . . . . EP (XXX.XX)......................EXIST. ELEV. RIGHT OF WAY .................. RAW PLANTER AREA .................. PA, WATER METER ................. WM SEWER LATERAL........... SL PUBLIC UTILITY EASEMENT...........' . ...... SETBACK LINE . . . ... ... . . . .... . _ FLOW GRADE .. .. . ... ...... .... . TOP OF SLOPE..,,. ........... TOE OF SLOPE ................. . EXISTING SEWER LINE ............ S EXISTING WATER UNE ....... .. . _W BLOCK WALL ............ ..... . BENCHMARK - LOCAL BENCHMARK CP / 6.17A (N-6,084.875; E-10,777.655) EL.EV. - 1012.2835 BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE DERIVED FROM RECORD DATA PER AMMENDED TRACT 29894-2, FILED IN BOOK 327 OF MAPS, PAGES 56 THROUGH 88, INCLUSIVE, ALL IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE. CONSTRUCTION NOTES Ot INSTALL YARD DRAIN, NDS J50, 6' DIX GREEN GRATE OR EQUAL OZ INSTALL 6' PVC PIPE, (SDR -35). S=1% UNLESS OTHERWISE NOTED ON PLAN. 3O INSTALL 6'x45' BEND (PVC -SDR -35). O4 CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. O5 INSTALL 6'x6' TEE (PVC -SDR -35). © CONSTRUCT 6' MIN. THICKNESS PAVER DRIVEWAY PER ARCHITECT PLAN. O7 INSTALL BUBBLER BOX WITH GRATE TOP, NYOPLAST 12' DRAIN BASIN PER DETAIL HEREON. ® CONSTRUCT 10' DEEP DRYWELL PER DETAIL HEREON. O CONSTRUCT YARD DRAIN, NDS 1165, 3' DA. GRATE OR EQUAL 10 INSTALL YARD DRAIN, NDS 13, 4' SQ. SATIN BRASS GRATE OR EQUAL 11 INSTALL 4 -PVC LATERALS AND CONNECT TO ROOF DRAINS. S=2X UNLESS OTHERWISE NOTED ON PLAN. FAI REMOVE AREA DRAIN. © REMOVE PVC PIPE PER LIMIT SHOWN ON PLAN. LEGAL DESCRIPTION LOT 219 & 220 OF AMENDED TRACT 29894-2, AS SHOWN IN MAP BOOK 327, PAGES 56-88, RECORDS OF RIVERSIDE COUNTY, STATE OF CAUFORNLk NOTE: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT LOT COVERAGE (LOT 219): TOTAL LOT AREA - t 20,619 SF TOTAL BUILDING AREA (COVERED PATIO INCLUDED) = t 3,915 SF BUILDING AREA/LOT AREA - 19.0 % . .,. Jv' _� �,..,���. •...ALL.. �.� tee..... I,._.. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PRECISE GRADING PLAIN THE HIDEAWAY LOTS 219 AND 220 - M.B. 327/56-88 AMMENDED TRACT 29894-2 PORTION OF SECTION 9, T.6S., R.7E., SBB&M f1 "yU APPROVED FOR PERMITTING I PLANNING AND ZONING COMPLIANCE: GREG BUTLER DATE LES JOHNSON DATE BUILDING AND SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA I CITY OF LA QUINTA SCALE 1'=10' 0 5 10 20 30 VICINITY MAP N.T.S. CITY OF L -p` QLjIN A BUtLD1NG &SAFE �D APpFIO ED FOR CONS �^ A / DA • Know what's below. Call before you dig U U= i.w*n 271 `112 ii Foyer M014 Room • 10 OLD PROP�RT UNE I n 10 NV 1 ., ,.` ,-GoIeFY ' ,2.00TG N8T50'23'E 166.32 TS / 8.861 /P 9.6 ! PO / Win II Fountain REMOVE EXIST. 6' WALL % > ! / ��, 41 12.00TG ! 13.46FS_ % / OFG Bothr'__ ,� -- -,1- - �" �^ 8.861 RD 3.46FS 15, �/ 2 4 12.00TF 1 Entry a \ - �% II n Porch _ ,3.46F5 L J I, y II PA r126� T P� A r 1 p PE=1013 50) 6r ff 2 IOO FF= _ II Cbs. ,2.00TG 2.802.41TG Guest Elect #i /> iOIG 7 . f ;..; Sett / 1 9.50 �; 8.8 10 Guest Sitting STEPS UP // 9.4 INV Motor Court ' t +. 17 ' 1asMt 12.707 / PA .70NTNG 7 2 Bedroom 2 II s 4 13T 1 II EMOVE EXIST. 6' WALL 1� e/ �. 2 DEEPENED FIG. BY 8.4' H Shower Talet -_ 11 12. ! Guest Bed 12 T 12.70TG 7 \ 13 PA f PA 12. G 2 z 1 NV I 9 cnr Gnrege 18 OOTW 3 OF^ -� 4 ' r A . �• P I 12 � PA 2 1 _- 413.OFG PA r 18.50TW 4 18.50TW 12.00TF I p I �3OF0 4 ---- __�- v 2 12. G 7 I II PA OINV H 1 II Cbs. 2 ------- 9. 45ryBEND 3 _-_ -------------- ! 1 \ I Guest House � _ Bathroom � � � � � i�f 12.00TG \ � � - n � \4 8.361NV _ D=116'50'57 - Shower „� -N� - �� � _ - J01 TO ESISTING o - _ R=1028.00 _ F DRAIN r 9 WM 51 00 1 �.�� 1011.38TC - - D _028.00' � - ���� N' ' 11.80TG �� �p RE?LA --r- - E 4 35 -' ---_ pJC R- �..0 1011.70TC 6• SD I �. - _�- 7.171 CURBCURB 14.00' POST. WEDG= _ _ M 11- 22'W EXI 97.52 / ... 'IN TER LIN _ - VIA P ALACI� --- - - o OF STREET_ �R LINE^ __ -.._'s-�-s EXIST. S � _.- _ s-- s WM s �- �� M _ �..�... 1010.101C -� --� APA 777-220-005 & 006 53-519 VIA PALACIO 1/28/2014 PREPARED UNDER THE SUPERVISION OF: QgOFESS/ONq P O HLAD RESIDENCE DESIGN: DRAFT: ��P�\AR S�y9y�y o �_ 6Essl n-67n6aaiNcnaDUMrwih•a• ESSI ESSI PRECISE GRADING PLAN ESFANDIAR SHAHANDEH DATE: RCE N0. 47834 W No. 47834 = z w n:i P�a772-M 92211 km 772-Bi00 OFAIF IDEWAY LOT 219 & 220, MB 327/56-8 CHECK: -DATE: AMC AUG. 2013 APPROVED BY: l�T1GINEERING AMMENDED TRACT 29894-2 DWG No. PG146001 G1 sr C1vk q� OF CAVE wing --e1 #gFAX chi vM krudurd engineering - Wm^n9 - suwr^9 PORTION OF SECTION 9, T.6S., R.7E., SBM RCE NO. EXP. DATE DATE: CITY OF LA QUINTA