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HomeMy WebLinkAboutUntitled "'11 City of Arcadia, CA = Permit NO Comm 19 15"29 Development Services Department D � Permlt Type::,C0mmercial" " I240 West Huntington Drive,Post Office Box 60021 ` ' zi -' i, r ! ;s, p x� 4 - Work Glossl/ 4,t o .Grading/Sfioring/Foundat�on,,Qnly Arcadia,CA 91066-6021 ,,t a_ (626)574-5416 �4,r a y Petrnit Status'"Issued, u ARCA DIA - Issue Date 08/12/2019. Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 601 N SECOND AVE ARCADIA, CA 91006 5772010905 Contacts ARCADIA CITY Owner BYROM-DAVEY INC Contractor 240 W HUNTINGTON DR 13220 EVENING CREEK DR 103,SAN DIEGO,92128 (858)829-7778 803447 Description:** ROUGH GRADING**FOR CONCESSION Valuation: $ 0.00 Tenant BUILDING,RESTROOMS AND FIELD AREAS AT EISENHOWER PARK. Total Sq Feet: 0.00 Plan Check# Plan#19-1529 7 **PRECISE GRADING ISSUED 9-3-19**PRECISE GRADING/DRAINAGE/WATER FOR EISENHOWER PARK Fees Amount payments Amount Paid Building Issuing Fee $47.01 Total Fees Grading Issuance Fee $47.01 Grading Permit Fee(1-1000 CY) $450.00 Grading Plan Review Fee $850.00 Amount Due: LID Plan Check Fee $1,100.00 Solid Waste Management Fee $6.25 ` SWMF FEE 2 $1.00 tial 8 �Z(•I Total: $2,501.27 CALLS FOR INSPECTIONS r altpLET ED Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. August 12, 2019 Issued By: Date September 03,2019 Page 1 of 1 U�4OFF o-, P, �' PERMIT/PLAN REVIEW APPLICATION - . . coj� Development Services Department,240 West Huntington Drive,Post Office Box 60021 moo+„a Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class C1446 A cyttkicense No.g 031111 7 Exp. Date°A Pi le Signature of Contractor compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. OWNER-BUILDER DECL RATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier C7 K. R I c demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number m^r+I for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): 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 0 I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for 1 Date 9/3/19 Signature ' sale(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING:,Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed — contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION L 1ENDi.F9 AGENS'T, who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty:of perjuryl that there is'a<,con`truction lending agency for theperformance of the\workfor-which'this,r ermrt is issued (Section 3097, contractor(s)licensed pursuant to the Contractors License Law). p � Civil Code). 0 I am exempt under Section 7044,Business and Professions Code,for this reason: • Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name 1" 0.f k 0 c:fe,i-v l 11e Title ?cos eck- irkAA1 e PRINT NAME V I certify that I have read this application and state that the above information' correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. q Signature /i%7ea �!' 913/Date �� � 1 4 !,,,,14-41,,,,,,2, City of Arcadia, CA 'i PermLtNO Comm-19-1529 Development Services Department 1 el* '^s ( _ fpermit'Type Commercial' 240 West Huntington Drive,Post Office Box 60021 ,..- "- I I I , V : F ' ' Arcadia,CA 91066-6021 •; F y• work Classification Grading/Shoring/Foundation'Only (626)574-5416 �f ' :r( Ti,1,,,$, Permit Status Issued. ARCADIA Issuebate:08/12/2019'I Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 601 N SECOND AVE ARCADIA,CA 91006 5772010905 Contacts ARCADIA CITY • Owner BYROM-DAVEY INC Contractor , 240 W HUNTINGTON DR 13220 EVENING CREEK DR 103,SAN DIEGO,92128 , (858)829-7778 803447 - _ Description:** ROUGH GRADING** FOR CONCESSION Valuation: $ 0.00 Tenant BUILDING,RESTROOMS AND FIELD AREAS AT EISENHOWER PARK. Total Sq Feet: 0.00 Plan Check# 10 Plan#19-1529 Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $2,501.27 Grading Issuance Fee $47.01 Cash/Receipt#REC-02089-19 $1,401.27 Grading Permit Fee(1-1000 CY) $450.00 Amount Due: $1,100.00 Grading Plan Review Fee $850.00 LID Plan Check Fee $1,100.00 Solid Waste Management Fee $6.25 17611t wof 5 C5 (-Over(.9 '�'_e SWMF FEE 2 $1.00 Total: $2,501.27 oCOMPLEIED CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. August 12, 2019 Issued By: Date August 12,2019 Page 1 of 1 Of'SRC 4.0,0F0I4I449VVw6 - 4 __ I' ' PERMIT/PLAN REVIEW APPLICATION • . 43 iiiiiiiSE 410 o-#je, Development Services Department,240 West Huntington Drive,Post Office Box 60021 . . em.ai„-fir Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class i 7A3License No. %0 3'0 7 Exp. Date$/(74( compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor / �_A� OWNER-BUILDER DECLA'I'PON ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant 1 �^, for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number 0 t1/4- {'� provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000) of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): 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 ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for Date Wil-1Li Signature sale(Section 7044,Business and Professions Code:The Contractors License \ Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intendcdtoE.gfferfccl for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one0iyetar�of- and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden-Of prouiti thit_he 9dl ie hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,.and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. r � p "n `y Name 1-\(�v(k ocXpi�1 l Title Pm PRINT NAME I certify that I have read this application and state that the above information is coect and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. ignature Cio------ Date g/I91` I i ' ? , Permit IVO Comirn 19 1530 :4--,,V City of Arcadia, CA x' Development Services Department �: "'�" �'—t x Perm it Type COnlmerciah gat. P P �=s �c ,,�,. :, 240 West Huntington Drive,Post Office Box 60021 #'( 2 i.:. �" ` . ( )-1 Workciassificatiom Commercial NeVir )r. �, Arcadia,CA 91066-6021 '011,' ,, i (626)574-5416 `-'' ' a V-` '` ''` Permit Status:Issued , ARCADI / /2 f Expiration: 03/17/2020 Issue Date isto 2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 11 601 N SECOND AVE ARCADIA,CA 91006 5772010905 isammix, Contacts ARCADIA CITY Owner BYROM-DAVEY INCContractor 240 W HUNTINGTON DR 13220 EVENING CREEK DR 103,SAN DIEGO,92128 (858)829-7778 803447 ,� ;� ..,• .vma.. �.-: .{:x,:. s �:�a: ..gym ,e.. ,., .. .._ ;: . Description:NEW RESTROOMS,BLEACHERS,BASKETBALL Valuation: $ 2,685,682.40 Tenant COURT,SHADE STRUCTURES,MUSCO LIGHTING,SCOREBOARD AND CONCESSION BUILDING AT EISENHOWER PARK. Total Sq Feet: 0.00 Plan Check#19-1530 Plan B 159 Fees Amount Payments Amount Paid Accessibility Plan Check $1,859.08 Total Fees Accessiblity Building Permit $1,906.74 Building Issuing Fee $47.01 Building Permit Fees $19,067.40 Amount Due: Building Plan Review Fee $12,393.81 Cal Green Plan Check $1,239.39 4 �n�+ Energy Plan Review Fee $3,813.48 Fk-t— . zc. 2-.•tNOCC pL E T EDi Fire Final Occupancy Fee $200.00 GGG •- Fire Plan Check $1,859.08 Green Building Standard $108.00 Solid Waste Management Fee $6.25 CALLS FOR INSPECTIONS Strong Motion Inst.Program Corn $752.00 Request for inspection by telephone at 626-574-5450. Leave a message SWMF FEE 2 $1.00 requesting the address,timeframe and what inspection item is needed. WELO Inspections Fee $625.00 WELO Permit Issuance $47.01 WELO Plan Check $1,700.00 This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days Total: $45,625.25 from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. November 18, 2019 Issued By: Date November 18,2019 Page 1 of 1 Aof ARC momoy,, 7 PERMITIPLAN REVIEW APPLICATION ' eg Development Services Department,240 West Huntington Drive,Post Office Box60021 4'nnitr°C11° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,ai required by-Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant • for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for*one hundred dollars'or less) 7000)of Division 3 of the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall ' Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): 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 ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. ' compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date_ Signature Law doe :nott,apply tq-an.owner.of property who builds or improves thereon, t- • �t r•t or who d�jes i§ucm�Ilwork:himself-,or herself or through his or her own employees;:provrdedithat,such-improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the,cost of-compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor.Code,interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed - contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name - Date Signature Lender's Address IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909) 396-2000 for further information. Name Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date ., - - 1 s,'x z ::.:1:'..V..,. -'1.-..''' .r . ti .. fPermit NO Comm 19 1530' '� City of Arcadia, CA :x - t.X014. i,.. _ _ ',t Development Services Department r" �~ 'Permit Type.Com`mercial 240 West Huntington Drive,Post Office Box 60021 �' �i _._ , , { h. Work Classiftcatton Cgmmercal,New Arcadia,CA 91066-6021 J.. �} (626)574-5416 a Permit Status Issued , Ort •, f t' +'' ot,^E ' i ,,,!; _:Ntl `rtrs" ", e 'er° ` ARCADIA Issue Date 11/18/2019. Expiration: 03/17J2020 Imo., ,. _ o...a .. Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 601 N SECOND AVE ARCADIA,CA 91006 5772010905 Contacts ARCADIA CITY Owner .R 240 W HUNTINGTON DR Description:NEW RESTROOMS,BLEACHERS,BASKETBALL .Valuation: $ 2,6.8.5,682.40 Tenant COURT,SHADE STRUCTURES,MUSCO LIGHTING,SCOREBOARD AND CONCESSION BUILDING AT EISENHOWER PARK. Total Sq Feet: 0.00 Plan Check#19-1530 Plan#159 � • . mom. ;: .. a_ t n... �.,.. , Fees Amount payments Amount Paid Accessibility Plan Check $1,859.08 1 Total Fees Accessiblity Building Permit $1,906.74 Building Issuing Fee $47.01 Building Permit Fees $19,067.40 Amount Due: Building Plan Review Fee $12,393.81 Cal Green Plan Check $1,239.39 Energy Plan Review Fee $3,813.48 �1��/���u, 1nr� Fire Final Occupancy Fee $200.00 : .! oirm ED Fire Plan Check $1,859.08 Green Building Standard $108.00 Solid Waste Management Fee $6.25 CALLS FOR INSPECTIONS Strong Motion Inst.Program Corn $752.00 Request for inspection by telephone at 626-574-5450. Leave a message SWMF FEE 2 $1.00 requesting the address,timeframe and what inspection item is needed. WELO Inspections Fee $625.00 WELO Permit Issuance $47.01 WELO Plan Check $1,700.00 This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days Total: $45,625.25 from the date of issuance or if the permit is not obtained within 180 days 1 from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. November 18, 2019 Issued By: Date November 18,2019 Page 1 of 1 4 oFeo R0 pP X19 d, 7 PERMIT/PLAN REVIEW APPLICATION .rJ F,y REEEN 411. e4tp,„ • Development Services Department,240 West Huntington Drive,Post Office Box 60021 • Y% Arcadia, CA 91066-6021, (626) 574-5416,Fax(626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 000,of Division of the Business and Professions Code and my license is n full force and a ct. El have and will maintain a certificate of consent to self-insure for workers' License Class 1 Licen -\�. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor / 'Ap-/� ❑ I have and will maintain workers'compensation insurance,as required by Section OWNER-BUILDER DELLA j.% N 3700 of the Labor Code,for the performance of the work for which this permit ❑ I hereby affirm under penalty of k ".ry that I am exempt from the Contractors is issued.My workers'compe atin insurance carrier and policy numbers are: License Law for the following reason(Section 7031.5,Business and Professions �� p Code.Any city or county which requires a permit to construct,alter,improve, Carrier ON-1 t demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000) of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree if I should become subject to the workers'compensation provisions of Sectio Q 3700 of the Lab Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith co ply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date (7] l Signature 410,�`., Law does not apply to an owner of property who builds or improves thereon, or who does such Work:himself or;herselff or through his or her own _ employees,provided that'such improvements..are not intended or offered for WARNING: Failure to secure Workers'Compensation,coverageis unlawful, sale.If,however,the building'or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044, Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date -_ Signature Lender's Address IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909) 396-2000 for further information. Name J-��I L '-rI� , Title Si PRINT NAME I certify that I have read this ipplication and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all a ity ordinances and S `:to Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the a 1 i e-mentioned proper r,1 for inspection purposes. Signature � -�1 Date _ 1 / bill 26 „,. , 1q - City of Arcadia, CA VA:'; Permit NO Comm-19,1530 '` m )- aria Development Services Department • r w �i j, 7, Permit.Type Commercial 240 West Huntington Drive,Post Office Box 60021 g ..rs � �Wor-k'�Classificahon ,Commercial "N'eint- �� Arcadia,CA 91066-6021 � �~ (626)574-5416 Permit Status Issued ARCADIA 3 .. , Issue"Date 10%24/2019°1 Expiration: 03/17/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 601 N SECOND. AVE ARCADIA, CA 91006 5772010905 Contacts ARCADIA CITY Owner 240 W HUNTINGTON DR Description:NEW RESTROOMS AND CONCESSION BUILDING AT Valuation: $ 63,946.40 Tenant EISENHOWER PARK. ***FOUNDATION ONLY *** Total Sq Feet: 0.00 Plan Check#19-1530 Plan#159 moo• .� .��_,"�• = _-.�_ .,:.:.A__.� Fees Amount Payments Amount Paid Accessibility Plan Check $90.04 Total Fees Accessiblity Building Permit $92.34 Building Issuing Fee $47.01 Building Permit Fees $923.40 Amount Due: Building Plan Review Fee $600.21 Cal Green Plan Check $60.03 ttnllr���111 Energy Plan Review Fee $184.68 4 , ����1'J�l �(�D Fire Final Occupancy Fee $200.00 v Illll�MJl Fire Plan Check $90.04 Green Building Standard $3.00 Solid Waste Management Fee $6.25 CALLS FOR INSPECTIONS Strong Motion Inst.Program Com $17.91 Request for inspection by telephone at 626-574-5450. Leave a message SWMF FEE 2 $1.00 requesting the address,timeframe and what inspection item is needed. WELO Inspections Fee $625.00 WELO Permit Issuance $47.01 WELO Plan Check $1,700.00 This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days Total: $4,687.92 from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. (b9 October 24, 2019 Issued By: Date October 24,2019 Page 1 of 1 0.V ARe Vt4 y9di` _ a,,,,,\` �' PERMIT/PLAN REVIEW APPLICATION Oki Waal 'Ill o 23j. Development Services Department,240 West Huntington Drive,Post Office Box 60021 m0voltY-(N° Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. 0 I have and will maintain a certificate of consent to self-insure for workers' icense Class Al,6 License No.`$O 3 N Y 7 Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DE ARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is rai exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for Q gn ���� sale(Section 7044,Business and Professions Code:The Contractors License Date I 0/ I 117 Signature �j Law does not apply to an owner of propertyi who builds,or improves thereon, or who does such work himself or,lierself,or!through i lusi,gr"$fir own •employees,provided that such improvements,aretiotantended or��offe ed for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one' completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed -- contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). 0 I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering \f,T of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. ame MCr,(itc_ DeFe.r v, i ie Title Prne Ct- WL cAd P PRINT NAME s J I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. S gnature ��.4� 1 Date I a/a`t 119 V v' £ o 1\` • SEco tit86ding Inspection NOTES •E(Se-N r(Y,v.,vL P (� lo.23-(, cam/' ge7r47,vitvg onN4e sect. /lute /2 ' GIv26 a F ,- Fie-1JFbclef 62--) ✓A•ISSet 5 froa— CA-CeSToQ 19251.-&— • I 0.18.1 (/2- .Q rq C 45r p 1.4-3 Par-po ut& • lo•3 o• I/ nhNl (-Au-c, ,• - ( 1 vir e (6 IS S.20, los tNcc Hot-CS P ED a' - �--- (o•SI-I'3 OR) /v^21-x6.'1 .4-7^14 e7(e4-uM,0"1.5 .Q4-17d5n;pt A„��„•r.� 1% Pt u•�,a,de,, 6,l1 i' Air" 8.f?N'(2,,„ s 1 CoNccrsc,oM, °/4 Co.4)0113 ,4•r 91Y2i,ke k7t- ,G2 # i€- C76: liJ 4,46 3. 10itPf•w'*) Lr!;/•(nNi #1,x,,1 I1.6•I, (13) 4Ae-K5r.Q L-ES J Nl xrva 1- s/( ta2,,•eil- H Ev)� C-}2vvt &Atm- A'r•MMN BsteKS.w p, S e .hezA,,,i .%FZV+ tkZshry re-Ste- 1142.f (it),j crc Std fb,/.c orNc e �w l�rN PatnAti C,//rL" w4-r�.a ,N PJEIr), S >'-� � 5 EL I) ,1 ...fry,t`NCL.oUuIQ 4Z.EST SI k /(6 II.13 (oj itw S Co to t.4. Qasc-S CS' �— 1 Crtvvr r1 w,(y,_ ra,t,,.,-S tea_ II.1r•19 ~sec, kaon N,ov.vrE ,ir•— I 1 '18•(? Sc4.2eoo. iz4 es1C= -d•Q-n S /kppapies) - pow . (l.Zl ,1q P.T.Cover3SIa,.I+ (� oT1rC$ S'LAa, 1G. IlI� � c^ Ppla,, l) 1i3 •r� /s'r !�.as,c crm.,r L/fr A /� a & 4 �-r6• L,,bu,rs ! v^' *ILSLA6 Co N r3 a — 12•(2.19 Pi-se lA6 a AL`6 J,1�AR /i�$�p{'MAnG( Aonm/rs e CSr gc..,c/dl. 1?•10.,1 par SLA(>,4 i.i) 8, eAtgd z.t Pa L•c3 Co,1{�'�' ,�_ 12.13.19 Pa -fir 6al6 .L -- ✓fi.t,tfr - 4ep(2. 17•/849 PE-Arg 6L.b( 4, i se E,ve"t osu✓4- �^* 17,-30-4i, �� t✓wz. F)Zts/K a 5 ce,ics64,�/ 57-A4P re, ?L, cd C 5/a6wd,G Ar ZN? ! 1•I?•20 S6ve.it-C.^, ci L e 61-DC 6 I.9 • Z° Af oOf PA- heti- ><vo77-4 /rove8• .- /./f.-7 (/.9 1,4HrJy . ,e? X30+s ,.,1� IrS /sr 1/`r v2r^etga✓r dift22TJ'f• P/L t✓M,t J3UILh1N6 .Q 1200P S1fe*nt)N6 VA/L/Ne,. `Vit--- (.20.Z. (&) 6"t(g` n �{�0��..(y4(1Lrr elite ,(2) ti(/(r S��a�,rt.a 011, rs, Arsc CJA4 —Stay Civta•C- 1.27.20 ((0 Gl t.& ,Sr D00 •�o='7),•JF- ; FFN'r L,F•r- 02F-Cao, 6 ,do2r P/L b✓/I'I L. 4� I.2.3•Z.47 LI CI1f-- S ..Hq/1-i) or-v.36,3 ) qi ! Zc('Z.o . L1t tr $ i i -) porl,.)a,3 67) 56-1-- ' L• ?9 L,tar Sty-..i�4,20 1-�'f1NG S w � S `irclF<,L'>krt qz/0r✓0 at-r,e+136..�7r9-- 1 ze•2, (a)540E S.vc.-•NrL:s INSTc..LEv e S�Jn+ /',.3 of r1.sS . I.2q.? 12 54-r- , ppnovc &L.a� ' ' • (;c-si- Sf( c S•nn.,c1•011e" �2...IpAuc , '3Z-- 1.,• Z- 2•,•20 R--. e- 1.t-Jc, A•-pplzo vb')j_ 2.13.21 /4V; '7'-6 ' App/!o✓r-E' ivy/( GMs.. oKty io 12.x.o 6\\ S/( (Sra vn 6o-4s & doety, /hE ,i1 't) P' 2 p..-viseP4.9 hFrsr7-5- ��-- 7.ea L. f M'iatz i j-bc)Nc,s C CA-sr 5.;,, Z15" Df7 E6T4.81.c L1y4!`Nl nrt,s r° +60, "",ex trort) 4.0(2.-)e-11-fL •ONL'7 - 3.31.2- oria4S + tr 4-.C2) 1/•/(0.2o TILES £N�-wSfz>:`" 16„- 1/.0.2 . SIL-• G'.f2c'�o . 30.Z0 SwrNc, f vrIA.4s . s•Z9. 1v 8(.44. Top Co•.2SE 1=311-•Ewstda prze-Ata r e NA.," END • 4 . • .. .. - t i,� i City of Arcadia, CA ' Permit NO. Demo-19-1 itilDevelopment Services Department ti ro t` --^v>•-" , , Permit�Type 4Demo• lition240 West Huntington Drive,Post Office Box 60021 + r �' Arcadia,CA 91066-6021 r r i �� i Work Classification.Demo Commercial, I (626)574-5416 - ^` '�, 4"-n � '� ' � � � �'� , , - : ', ` '' x, Permit Status:Issued. A.RCADiA ',,,,,,-., ,-,IssueDate 08/08/2019 Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 601 N SECOND AVE ARCADIA,CA 91006 5772010905 Contacts ARCADIA CITY Owner BYROM-DAVEY INC Contractor p. 240 W HUNTINGTON DR 13220 EVENING CREEK DR 103,SAN DIEGO,92128 (858)829-7778 803447 t, S . .._ . Description:DEMO RESTROOM,STORAGE BUILDING AND Valuation: $ 0.00 Tenant CONCESSION STAND FOR NEW RESTROOM AND CONCESSION STAND. FEE TO BE PAID BY PW Total Sq Feet: 1.200.00 Plan Check# Plan# - :�,;,�..�e. r..s.• •. -.v.w-saw,mom..- -:r.�.�=s c. Fees Amount f Payments Amount Paid Bond for Demolition $1,200.00 Total Fees Demo-Sewer Cap and/or Cesspool Fill $16.48 Demolition Permit - $77.78 Amount Due: Demolition Permit Issuance Fee $47.01 Plumbing Permit Issuance Fee $47.01 Solid Waste Management Fee $6.25 �7 CONALETED Solid Waste Management Fee 2 $1.00 F Q.Z.Z Total: $1,395.53 ; CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. August 08, 2019 Issued By: Date August 08,2019 Page 1 of 1 of ARC ��G,viFORA.,,16 VVIy.'� PERMIT/PLAN REVIEW APPLICATION ig 4_1„ • j`, Development Services Department, 240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of • Arcadia LICENSED CONTRACTOR'S DECLARATION • WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: ' Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class A ` Signature of Contractor �j License No.�X563 7 Exp. Date t(,I /at compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Li OWNER-BUILDER DECLARATION t�, 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 ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors is issued.My workers'compensation insurance carrier and policy numbers are: License Law for the following reason(Section 7031.5,Business and Professions Code.Any city or county which requires a permit to construct,alter,improve, Carrier -.....-..-rdemolish,or repair any structure,prior to its issuance,also required the applicant ) for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number d'T� provisions of the Contractors License Law(Chapter 9(commencing with Section (This section nee of be completed if the permit is" for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work forr which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): 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 ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License trate 81 /1Signature /� j- Law does-not apply to ai owner_flproperty who builds or improves thereon, •or who does ,such worki 1 •iimself il or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Section 7044, Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name • Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for further information. ame MaAk- O&P-64-,,I ie Title P M PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of rcadia to enter upon the above-mentioned property for inspection purposes. / C� Si nature " �_- '/� Date 8/ 0/ 1 / Dr.South kt We put our team to 'work 13220 Evening CreekS 'te#103 so your team CQ1Z p y 98 Fax(858)513-71San Die , . 1289 (858)Ca5T 3-71 9 Bvrom-Davey Inc. www.byrom-dgoavey.92com SUBMITTAL: 10.1 To: Eddie Chan City of Arcadia 11800 Goldring Road Arcadia, CA 91066 Project: . Eisenhower Park Date Sent: 9/13/19 Number of Copies: electronic submission Subject: Chain Link Fences and Gates Submittals - Shop.Drawings . VERIFICATION: Product has been reviewed by the and SHOP DRAWING accordance with requirements of the work and contract d( .`i No Exception This does not authorize changes Taken to the Contract Sum or Contract • Time. Signature E Make . Mark Deferville—Project Manager Corrections Noted * * * * * * * * *: * * * * * * * * * * * * * * * * * * * * * * rl Revise and Fabrication and/or Installation Owners/Architects Review and Comments: Resubmit MAY:NOT.be undertaken.In Resubmitting,limit corrections to. El Rejected items marked. Not Reviewed This substitution submittal per the specific direction of the Owner is accepted as noted for this project only,and does not guarantee approval for any other project designed and specified by the Architect. Review neither extends nor alters any contractural obligations of the Architect or Contractor. Reviewing is only for conformance with the design concept of the project and compliance with the information given In the Contract Documents.The Contractor Is responsible for dimensions to be confirmed and correlated at the site for information that pertains solely to the fabrication processes or to the means,methods, techniques,sequences and procedures of construction and for, coordination of the work of all trades.The Architect's action An a specific item does not indicate approval of an assembly of which the item is a component. HMC ARCHITECTS ARCHITECTURE,PLANNING,INTERIOR DESIGN ONTARIO,CALIF.-(909)989-9979 by J. Miller. Date 9 17/19 CA Lic. #803447 NVLic.#59162 UTLic.#7299831-5501 • conc. Fence nc. .5261 PEDLEY ROAD• RIVERSIDE, CA 92509• (951)685-5000•fax(951)360-8685• LICENSE NO. 337734• DIR# 1000001395 • TRANSMITTAL To: Byrom - Davey Date; 8/7/19 Attention: Mark Project: Eisenhower Park We are forwarding: 0 Enclosed X Via Email 0 By Mail 0 Under Separate Cover 0 By Messenger 0 Via Fax Description • One (1)set Submittals/Shop Drawings Chain Link Fences&Gates • These are transmitted as checked below: X For approval X As requested 0 For your review and comment 0 No exception taken 0 Revised & resubmitted 0 Make noted corrections o Approved as noted 0 Rejected 0 For your use *Reinarks: By: add zedege Judd LslièePiojedManáger 13 , ..:-. L-i-D1,,,tifioica•':' , _s :Yextri;urgivu-kit. ri)---- \ (39.) 1 -- i,,i'-')It4Utt: k-',sr '3'1 allitaY tcI i;)',F-- So'-----A- ,f135-'r=4;ii- 10,oefo-Y1, -,&-" . ir,--/ .,,u-zit4a.V.4:it Aisisim4, mmuii• .t --- 4 "0-19--ql. je. . 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MESH' -1.-.gAoft..;favANEED- .' - , . . - .: • - .: ..• ;:, :,- ...:'.T. ,, .-:\.,,, . . , GALVANIZED,EXCEPT WHERE NOTED - . : TOPeriliWBOTTOM RAILL --.Miti-0 O.D. Z,27 LBSIFT•. .: ' ec ono fence ' ' • . SELVAdo, • ' -- - • • - - , - : ' 1, ....._. 4, , J • • , LINE POST:- 21.G-Ge :GIL-16.11 IL13.5.1FT..-- , Lbw/CORNER POST:- cd'..s0.0 1079, LBS./FT. OWNER:•... . .. OEN.CONTRACTOR: . - -PROJECT:. • • . , . . , 'Ar26 r ---- :- <‘) . (2 -1/41- -0P -r., : 4cept A.. • ,• , ,.,.,.1:4).K,_.- — ... . . . . , , •• AGE 14- • •. .. ... . . • .. , . •• . • - DATE: sj-i)-1- . . . t ' Or • ' . • • • ... • , , • • .. , . . . . .. . . . . _ . _ .. •. _,.. ' ' - - - ' - • • S . S'1Vl ili i1 . y ••-•Nal v L.53I. '#.. NOM : i :y ;;;;;;;am �M.. 4 it, log _ 4 ,gi.r._ . Esc IL' r .Yl�341 . ,., rip c. .... SI Mt YAL- r 4. tx i? '4e-I:4; 4-- ' - 1 TIPIIIISI. - IAN MR ' VERSE 1.1,0; _ . .., . .... �' ,� »4,3,„ f , 4.4, i! \ .u.L.0 .,. ��.� • ��®► 0 Vii' 0 fes- ",.. 0 _% / � ���►#4b oma. L+ • i 'c+a .."'"3-SIS e : • COLLINS COMPANY 5470 Daniels Street Chino,CA 91710 Phone:(800)'222-4348(Fax:(909)548-6908 #36 Knotted Nylon Baseball Netting Colors: Black Properties : Meshes Deep 200 MD 'Denier Number 210/96 U.S.Number 36 Approximate Diameter,mm. 2.72 Lineal Density, Denier 30,330 Twisting S:262 . Z: 133 Breaking Strength,lb 340' • m/Kg 297 Square Feet/Lb 25 Stretched Mesh Size,Inches 3 3/4 Relaxed Mesh Size, Inches 1 3/4" Twine Diameter,'Inches _ 0.1.07 Twine Surface.Area, Inches 16.45 Percentage Covered,Including Knot -. 0:12 Wind Block 11.99% Disclaimer Collins Company assumes no liability,for the accuracy or completeness of this information`or for the ultimate,use by the purchaser.Collins Company disclaims any and all express,implied,or statutory standards,, warranties or guarantee%including without limitation any implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment,materials;or information furnished herewith.This"document should pot be construed as engineering advice. • Fastenal Product Standard: FNL AC 7X19 G Aircraft Cable,7 x.19,Galvanized The information below lists the required dimensional,chemical and physical characteristics of the fasteners in this;purchase order. If the order received does not meet these requirements,it may result in a supplier correctiveaction request,which could jeopardize your status as an approved vendor. Unless otherwisespecified,all referenced consensus standards must be'adhered to,in'their entirety. ' e0, .,. ola��e ele:ep• e oeee eeeo•o:e+• ' ee:e:e���o.d.00eeaeo . coo.eYYO tivp,' �000+ ete° ee.e:eeee:eeo e etese Nominal Working Load Limit Minimum Breaking Strength (inch) (pounds) (pounds) 3/32 200 1 ;000 1/8 400 2,000 5/32 560 2,800 3/1p 840 4,200 1/4 1,400 7,000 5/16 1960 9,800 3/8_ _ 2,880 14,400. Specification Requirements: • Performance Standard And dimensions Federal Specification MIL-DTL-83420M • Type: I, • Composition; A • Construction:' - 7 x 19 Material; - Drawn galvanized high carbon steel per Federal Specification MIL-DTL-83420M Page 1 of 1 Apn1'7,2009 This document was printed on 4/7/2009 and,was current at that time.Pleasecheckcurrent revision dateloavoid using obsolete copies. :. Zig ltif S?tn.- - o. 42 .sF<".» a.,. u,t..��„ .....,.5� ^•'"v ... r;th-*:Vti;�v. .�...� a, �w.kri�uC.t.«,,,.," ._.. �+�,��° x _ ..���'S,�.a. �* ��� �: ,:h m��ria a CEN?ENT&f OVtCRE7r'E"PRQAi* . u P7 DIVISION 3 CONCRETE :SIX - 1'(z.; �l,,2ps ea. c Ess . PRO,DUCT IuO 1101: `CS L'Fi" oAT 'RizAuir ss Structural Concrete ' ,'pT - 0 :04: .- - _03.3100 - , " pRODUCT.DESCRIPTION , 'QUIKRETE''Concrete Mix is a pre blended mixture of cement-and aggregates for general ;structural uses,:requiring:only theaddition of waterA .' PRODUCT USE " QUIKRETE Concrete Mix is designed for ounn concrete 2 51 #'� - mm)thick or more and building orrepairing anything out of concrete; • including' " ,., _ •,Foundation walls:and footings - Sidewalks,curbs;steps,ramps and walkways Appliance and equipment',platforms- INSTALLATION •;Pipe and post footings , ._ - _ _ Floor"slabs and patios RREPARATORY WORK - Pools,fish pool pateppmgstones. Stake out the planned area and remove sod or sod to the desired . •,Spiashbloc sand bird bathsdepth Nail"and stake forms securely in place Tamp and;compact-the; •„Riprap;&slope protection su - b-baseuntil firm. Driveway repairs : " MACHINE,MIXING,INSTRUCTIONS - QUIKRETE1'Concrete Mix OpnOe mixed in a barrel type concrete .. SIZES mixer or a mortar mixer QUIKRETE`'Concrete Mix is available in Choose the mixer size most appropriate for the'size of the job to:,be 40lb.(18:1 kg)bags .done : _ . .60 lb(27,2;kg)bags .•Allow at least 1 Cu ft(28 L of mixer capacity for each 80 lb 36:3 k` 80 Ib(36:3„-kg):bags. bag of QUIKRETE�'Concrete'Mix to be mixed at one time: •For each 80 Ib(3ti3 kg)bag'_of QUIKRETE Concrete;Mix to be: .YIELD mixed,add approximately'6 pt(21Q-offresh water to ttfe mixer`: ' An 80.Ib(36 3 kg)bag yields approximately`0 60 cu ft(17.L) Turn on the miter and begin':adding the concrete to the mixer •A 60 lb(27:2 k ba fields a roximatel 0`45 cu ft 12 7 L t' ' kg)'big y PP y ( ) �If the matenal becomes too drfficultio:mix,add additional water until, -- ' - A 40 lb.(181 kg)bag yields approximately 0;30 cu;ft(8:8 L)' a.workable;mix is,obtained TECHNICAL°DATq, .•If a slumpcone is availablet adjust-water to achieve a 2°,,13°'.(81-78 APPLICABLE STANDARDS i - mm)slump , Note Final water content should be approximately 6 9 pt(2 8 41.: ASTM international ASTM C387 Standard Specificatons:for 1,)of water".per 80 Ib'(36 3 kg)bag ofconcrete For other bag sizes, Packaged,Dry,Combined:Matenals for Mortar and Concrete use Table'2 to determinewater content, , - - PHYSICALICHEMICAL PROPERTIES - HAND MIXING INSTRUCTIONS QUIKRETE�'Concrete Mixexceeds.the compressive strength- •Empty concrete bags mto asuitable mixing container _requirements of ASTM C387,as shown in 1'00..1; -' - For each`80 lb(36.3 kg))iiag'of mix,add approximately,;6 pt(2 8'L) of:clean water TABLE 1 TYPICAL COMPRESSIVE'STRENGTH1 •Work the mixwith-a shovel,rake or hoe and add wateras needed"' until a stff.,moldable:consistency is achieved Compressive strength,ASTM C38r ,. .,, _ ;; 'HBe sure all material is wet '. •. `Acie : -:Typical Values, Do not leave standing puddles. 7 days 2500:psi(17 2_MPa). Note For bag sizes,use Table.2'to determine water content,. 28 days; 4000 psi(27 6;MPa) .Slump:Range .r-. , ... 2"=3"_(51.76.mm) ,. `?Tested under laboratory conditions in accordance with ASTM c387 "-,_ - - - difficulties and cracks.The ideal circumstances for curing are ample TABLE 2 MIXING WATER FOR QUIKRETE®CONCRETE MIX moisture and moderate temperature and wind conditions;Curing should be started.as soon as possible and should'continue for a period of 5 days in warm weather at 70°F(2-19C)or higher or 7 days Package size,lb(kg) Starting Water Final Water, Content,pt(L) Content,pt(L) in colder weather at 50-70°F(10-210C). 80.(36.3) . 6(2.8) 6-9(2.84.3) Specific Curing Methods 60(27.2) 4(1.9) 4-7(19-3.3) ,QUIKRETE Acrylic Cuire&Seal—Satin Finish provides the easiest 40,(18,1) 3(1.4) 34.5(1.4=2.1) and most convenient method of curing.Apply by spray,brush or roller • APPLICATION soon after the final finishing operation when the surface is hard.The surface maybe damp,but'not at,when applying curing compound. Method for Pouring a Slab Complete coverage is essential •Dampen the sub-grade:before concrete is placed •Other methods of providing proper curing include covering the •Do not leave standing puddles surface with wet burlap;keepingthe surface"wet with a lawn sprinkler •Shovel'or place concrete.Into the:'form;fill to the full depth of the and sealing the concrete surface with plastic sheeting or waterproof form paper to prevent moisture loss •After concrete has been compacted and spread to completely fill the •If burlap is used,it should be free of chemicals that could weaken or forms without air pockets,strike off and float immediately discolor the concrete.New burlap should be washed before use. •To strike off,use a straight board(screed),moving the edge back Place it when the concrete is hard'enough to withstand surface and forth with a saw-like motion te smooth the surface damage and sprinkle it periodically to keep the surface. Lite a darbyor bull float to float the surface;'this levels any ridges continuously moist and fills voids left by the straightedge •Water curing with lawn spnnklers,nozzlesor soaking hoses must be •Cut the concrete away from the forms by running an edging tool or continuous to prevent interruption of the curing process trowel along the forms to compact the slab edges •Curing with'plastic sheets is convenient.They must be laid flat, •Cut 1"(25.4 mm)deep control joints into the slab every 6'-8'(1.8- thoroughly sealed at joints and anchored carefully along edges 2.4 m)using a groovingtool •Allow concrete to stiffen `slightly,waiting until all water has PRECAUTIONS evaporated from the surface before troweling or applying,a broom •Curing compounds should not be applied if rain or temperatures finish below 50°F(10°C)are expected within 24 hours Note-For best results,do not overwork the material. •Curing with plastic or burlap can cause patchy discoloration in colored concrete.For colored concrete,wet curing or the use of Method for Setting Fence Posts QUIKRETE®Acrylic Cure&Seal—Satin Finish is recommended •Dig post hole about 3 times the diameter of the post.Hole depth •Do not lite curing compounds during late fall on surfaces where de- should be 1/3 the overall post height iters will be used to melt ice andsnow.Using curingcompounds at •Place 6"(152 mm)of dry Concrete,mix in the bottom of the hole. that time may prevent proper air drying of the concrete;which is _ Position the post,checking that it is level and plumb.Combine necessary to enhance its resistance to damage caused concrete mix with water and place into the hole byde-icers When standing water has evaporated from the concrete,smooth the • rotect concrete from freezing during the first 48 hours.Plastic surface.Taper it away from'the post so rain will flow in that direction. sheeting and insulation blankets"should be used if temperatures are Wait 24 hours before post is subjected to any strain expected to fall below 323F(0°C) •For load-bearing applications,follow local building codes for proper WARRANTY footingspecifications The QUIKRETE® Companies warrant this product to be of merchantable quality when used or applied in accordance with the FINISHING instructions herein.The product is not warranted as suitable for any Anystandard concrete finishing technique is acceptable for use with purpose or use other than the general purpose for which it is QUIKRETE®Concrete Mix.Concrete can be hand troweled,power- • intended. Liability under this warranty is limited to the replacement of troweled,broom finished Or finished with other specialty finishes, its product(as purchased)found to be defective,Or at the shipping companies' option, to refund the purchase price.In the event of a CURING claim under this warranty,notice must be given to The QUIKRETE® General Companies in writing.This limited warranty is issued and accepted in Curing oneof the most important steps in concrete construction. lieu of all other express warranties and expressly excludes liability for Proper curing increases the strengthand;durability of concrete, consequential damages. and a poor curing job can ruin an otherwise well-done project.Proper The QUIKRt i Ew Companies water content and temperature are essential for good curing.In One Securities Centre near freezing temperatures the hydration process slows considerably. 3490 Piedmont Rd.,NE,Suite 1300,Atlanta,GA 30305 When weather is too hot,dry or.windy,water is lost by evaporation (404)634-9100+Fax'.(404)842-1425 from the concrete,and hydration stops,resulting in finishing Refer to www quikrete.coni for the most current techs/cal data,MSDS,andguide specifications • • , , eistrir ROCK*SAND * BASE MATERIALS , A READY MIX CONCRETE * CO. 12/31/20 . l�4j. Vt1. \, Date:: .8/1/2019 r : ,1 . Concrete:Mix Design#: - - 62321; Project: Contractor Econo Fence: Description: :3000 psi 1":50.w/,c ratio Strength (Pc): 3000 psi WIC ratio; 0;0 Slump: 4 " Sack Content 6._70 sk Max. Size-of Agg: 1 '' Gal%sk: 5:66 Pump Type: Boom pump/place mix - Un. Wt.: 148_,5 ALL CONCRETE IS MIXED AND DELIVERED IN ACCORDANCE,WITH,ASTM;0-94. Aggregate.Weights are SSD;,Moisture in Aggregates Must•be Considered When Determining Total Mix Water - - MIX DESIGN PROPORTION :Contents: Batch Wt: %used : Sp.:Gr: „ Volume_,,, Cement (ASTM C-150) - 573 100 3.15 292 Fly.'Ash-ClassF(ASTM C-618) . 0: 0 `2.33 . 0.00. :Sand' 1 1345 43 262 :.8.23: 1-1/2"x.3/4" - 0 0 2.67 0.00 1"1#4. 1488 47 2:65 .9:00 -3/8":X#8 317 10 2:65: 1:91 Water 34.5 gal.. 287.4 4.61 Entrapped Air. 1:25 -% 0.34 Wt.= 4910 Vol. 27.00 ADMIXTURES-:, ZYLA 625. (ASTM C-494) 3 0 :oWowt 17;2 oz:. Remark:The project engineer should review this mix to ensure compliance,to the project specifications AGGREGATE GRADAT/ONS Size I % I '2" 1 1/2" :1" .3/4" 1/2" '3/8". No'4/ No.8 No 16 ,:No 30 No 50' No 100 No 200 1 1/2" ;0 - 100 95- '33 . 7 3 - 1 . . 0. : 0 0- :.0 0. 0 0 . 1" `•4.7 . :'100 100 _95 70 38 12 . - 1..,. 0 0;... 0 0: 0 0 3/8" 10 . .100 : , `100 100 ". 100 96 1,6 - 2 1 ' _ 1 °0.; 0. 0 WCS. 43-- :100 , 100 '100. '-900= .100 1 0 . 98 ;80 60 ;39 ':18 6- ;2 . . . Combined 100. 100 1.00 ;,98 . ; :86„ 71, 58 44, •,- 35 20 17 8 3 1 - Sand Source Rock Source; :Ir.-Aggregates meet ASTM C-33 Cement• Portland Cement Type IFN .. Fly-Ash Class F (951)685-2200ext6381' P.p.Boz 3600 Corona,''CA 92878 Fax(951)280 1429 4 - Compressive Strength Results Mix#62321 Project Date: 8/1/2019 Subject Mix Design Submittal MSA,in.: 1" Source of Aggregate: EqSack: 6.1 - Cement: Mitsubishi Mineral Admixture: None Chemical Admixture: ZYLA-625 Cumulative Cumulative 28 day 28 day 28 Day Cumulative Moving Three Set# Cast Date Range Standard Coefficient test 1 Test 2 Average Average (3) Deviation Variance 1 4/20/2018 4080 4060 4070 20 4070 2 7/17/2018 4630 4680 4655 50 4363 413.7 9.5 3 7/17/2018 4340 4650 4495 310 4407 302.3 6.9 4407 4 7/17/2018 4570 4580 4575 10 4449 260.8 5.9 4575 5 7/20/2018 4520 4590 4555 70 4470 230.8 5.2 4542 6 7/2/2018 4700 4780 4740. 80 4515 234.0 5.2 4623 7 7/2/2018 4940 5080 5010 140 4586 284.0 6.2 4768 • 8 7/2/2018 5020 5100 5060 80 4645 311.8 6.7 4937 '9 7/3/2018 4670 4410 4540 260 4633 293.8 6.3 4870 10 7/3/2018 4400 4450 4425 50 4613 284.7 6.2 4675, 11 7/3/2018 4970 4830 4900 140 4639 283.7 6.1 4622 12 8/3/2018 5300 5200 5250 100 4690 323.0 6.9 4858 13 8/9/2018 3350 3490. 3420 140 4592 468.6 10.2 4523 14 8/13/2018 4200 4130 4165 70 4561 464,5 -10.2 4278 15 9/5/2018 3880 3990 3935 110 4520 475.9 10.5 3840 16 9/12/2018 4000 3930 3965 70 4485 480.2 10.7 4022 17 9/26/2018 3630 3740 3685. 110 4438 503.8 11.4 3862 18 10/2/2018 4420 4340 4380 80 4435 489.0 11.0 4010 19 10/2/2018 4390 4480 4435 90 4435 475.2 10.7 4167 20 10/4/2018 4210 4260 4235 50 4425 464.7 10.5 4350 21 10/4/2018 4800 4660 4730 140 4439 457.8 10.3 4467 22 10/4/2018 4610 4530 4570 80 4445 447.6 10.1 4512 23 10/4/2018 4490 4640 4565 150 4450 438:0 9.8 4622 24 10/8/2018 4710 4900 4805 190. -4465 434:5 9.7 4647 25 10/8/2018 4230 4390 4310 160 4459 426.5 9.6 4560 26 10/10/2018 5510 5630. 5570 120 4502 4712 10.5 4895 27 10/10/2018 4890 4800 4845 90 4514 466.8 10.3 4908 28 10/10/2018 4840 4770 4805 70 4525 461.3 - 10.2 5073 29 10/10/2018 4640 4720 4680 80 4530 453.9 10.0 4777 30 10/10/2018 4300 4470 4385 170 4525 446.8 9.9 4623 Speed Pc = 3000 psi @ 28 days Number of tests 30 Reg'd Per = 3599 psi,the larger of[1]or[2]Below Modification Factor(K) 1 Maximum 5570 Minimum 3420 Average 4525 Standard Deviation(s) 446:8 Coefficient of variation 9.9 [1]- fcr=ft +1.34ks= ' 3000 +(1:34* 1 * 446.8 ) 3599 [2] for=Pc+2.33 ks-500= 3000 +(2:33* 1 * 446.8 )-.500 3541 N ,. K.r--..pAmr 'x ROBERTSON ' S e �, e., .... ROCK * SAND * BASE MATERIALS : ... READY MIX CONCRETE vr EXP. 12/31/20 It Date: 8-1-19 Q` CAL I Concrete'Mix Design#: 52303 Project: Contractor Econo Fence Description: 3000 psi 3/8"Pump,Mix-.50 w/c Strength (fc): 3000 psi W/C ratio: 0.50 Slump: 4 " Sack Content: 8.00 sk. Max. Size of Agg.: 3/8 " Gal/sk.: 5.69 Pump Type: Pea Gravel Pump Un. Wt.: 140.9 ALL.CONCRETE IS MIXED AND DELIVERED IN ACCORDANCE WITH.ASTM C-94 I Aggregate Weights are SSD,•Moisture in Aggregates Must be Considered,When.Determining Total Mix Water MIX DESIGN PROPORTION Contents: Batch Wt. %used Sp. Gr. Volume Cement (ASTM C-150) 752 100 3.15 3.83 Fly Ash-Class F(ASTM C-618) 0 0 2.33 0.00 Sand 1731 65 2.62 10.59 1-1/2"x 3/4" 0 0 2.67 0.00 1"x#4 0 0 2.65 0.00 3/8"x#8 943 35 2.65 5.70 Water 45.5 gal. 379.0 6.07 Entrapped Air 3 % 0.81 Wt.= 3805 Vol. = 27.00 ADMIXTURES: ZYLA-625 (ASTM C-494) 3:0 oz/cwt. 22.6 oz. Remark:The project engineer should review this mix to ensure compliance to the project specifications - PLEASE FORWARD STRENGTH DATA TO ROBERTSON'S TECHNICAL SERVICES FOR STATISTICAL ANALYSIS AGGREGAJb GRADATIONS Size % I 2" 1 1/7 1" 3/4" 112" 3/8" No 4 No 8 No 16 No 30 :No 50 No 100 No 200 11/2" 0 100 95 33 7 3 1 0 0 0 0 0 0 0 1" 0 100 100. 95 70 38 12 1 :0 0 0 0 0 0 3/8" 35 100 100 100 - 100 100. 96 18 2 1 1 0. - 0 : . 0 WCS 65 100 100 ' 100 100 100 100 99 86 70 48 19 7 2 Combined 100 100 100 100 100 100 99 71 57 46 32 12 5 1 Sand Source: Rock Source I Aggregates meet ASTM C-33 Cement: Portland Cement Type(IN Flyash: Class F. :(951)685-2200 ext 6381 200 S. Main St.,Ste 200, Corona Ca. 92882 Fax(951)280=1129 ROCK • SAND • BASE MATERIALS READY MIX CONCRETE A CI 31841 5.3.3.2("Three point curve") Date: 811/2019 Mix #52303 3000 psi 3/8"Pump Mix-.50 w/c ratio Project; Contractor: Econo Fence Design Data Designed Strength j' =3000 @ D=28 Days =730 Required Strength f c=4201 From Tide 24,190.4 Projected Strength f ,=5100 And ACI 318-11 5.3.2.2 Designed KC' I W=0.5 3 point data by CH 1 Laboratoty 8000 Ii I Ili i Fine,Agg Source 7500— 7000 Coarse Agg Source 6500— 6000— - — spa— Cement Typeizux Mitsubishi son— ›f- 4500— Admixtures Zr14-625 7, 4000 '7777------- Slump 4" -X s, ••.• 2500— • f 000 =5100 > f c=4201 Olf - - moo— x 00 — — Star:amyl Deviation Front Compiled Data, OrSimilur Mixes sod— I i Curves developed fitnn data prepared by 0 J.35 0.4 0.45 0.5 ass 0.6 0.65 0.7 0.75 0.8 Water-cement Ratio CHJ Laboratories ,- 3-day — 7-day 28-day • — Project xxx 3-day data ttt 7-day data C1D3 28-day data — Curve, ROOF FRAMING PLAN NOTES: 1. Ca SIX 60.5 fi16TfSGT M dOS3W.MTi9 . ' ]. ea tix axis RA Trrx GOOAT1C RrA.S._ . - 9. 0c 900 tCRe0 ro4 T VPUL 4O OTTN5. . t. E6 6/N./ZS 03 rOR T.,MAL MO.00TM5.. - 0. 1:=7-1.1 NTTGATED d,m nlLEmn - • _ _ 9•nr __ —/ a-Tr- u L._•—•-•- F-Ir - 11111111111!1J lC,f. .•. • nwv 1!111.I.y. o._. (CORMS.r tla • . ;• . ^- - 1 � '2. • IT 5' 4'' I 1 .. j ® rte . 3 Tfl?Qil00 TO . .. lee*Oe4C _ `'6 9i.n Isa ran. . • ' ROOF FRAMING PLAN• I • FOUNDATION PLAN NOTES: . - . • • • L SIT SLR 90169 TOR 911.iGTOAL bOOt/L 11OI1:9. O. =2;3.5Df/.TC3GOt•ALTT OM . • 2 5:0 09J1T O0FO1 70i7r.,1.024cse1 cerm.9. �',1 - 0 ea obx eam.FA T)rrAL Ott O9TA1.9. 4 'n' nOG•�TC76TCG ca..4...0x e29OEAlP .19064.6'7 s. .LPOt0 AOtl TOfl Ti 9Tt..OTTAtO. !/— 1 MARK 7TRJ3S_ 6 Q O,A9IO.RT 3. iLE59%ssar.S TOR 1YroXnOOD OEENI • - to. I .tacATl9O0rr.oFD rte..9F0 AO .lC • • _v■ - L JF, . e ❑e 1094*.!97071 cuL . ..-..-..--- . . . e eCOST®fCNTNGl9 ta1O.FEb.t rrb.EVF%6T 6O6UL IL❑G lowwg 9TH.Ga. . . ......-�- . . li. ..I�rv-y1 g o REti.w 0.r T 11.13. L . /— Itl rwYEWtIC IdE:iTP. :L@®. I O❑ R9913Q 9rtEl ca. T. I.444-I Mak=016 Na WHO TP.UNOJ 9iE . • }.. 4i ,`► _.t_ oma_`, i 9 r �! 6IVI- —Aii. .;-' ' � -TI i +-ecic.tawa, J - • . a '\ $1 :�• • L6O1YHT.NTYOEP61 it I , �„ , 3d' OFI. F' .. 1 _ 1_ _ _ ILrI '_ L_y 4 . Q.o41 ren =j1 r?rr or 21 . �P • . 3FOUNDATION PLAN ' . NTS - V.'•T-0". - . • Ian:0..;.I.cares.ea. - � - - 'p41�"�" 9tn...:GP �: l• Eisenhower Park i CITY OF ARCA®IA tin Awrw9 and,E CGbrado Blvd, ,s.„,,,,..., Q. ' Artadel,CA BIOBB PUBLIC WORKS SERVICES DEPARTMENT S2.13) TRASH ENCLOSURE PLANS.SECTIONS AND DETAILS , 1-k-t/ P`P-Vt�/'' .`Q NI . 31:5I1 il 1111 FOOTING REINFORCEMENT • 9 • - • . .TOP&BOTTOM iv W '5#5 0''6"'O C:.E.VV. • 1-1/2 EXTRA`TURN - �`. - ,�'?.I.. � (TXP UN): •� : .. • TOP-&BOTTOM • OF SPIRAL . . 1.,„ __ . , ` -` q . c ;_ ��• M . 02. . .. . _ .0. �. . . • • SPIRAL4 _ Q�p�ESS/p d . . . q N. $p q� ` r -�- a <� 2 tn 1 112 EXTRA TURNS - 1-; • _� co ►-.'e,..'„ '" �7 /,' Gy; TOPS&807TOM c � '' � . S No:C32642 Z OF SPIRAL Exp:124i 21 retry Il 'as- �' G'1:V1 II 2,-6. P'UN) FOOTING"CUSTOM . 2 -;....,,,,:....x...0. (RBP-RECESSED:BASE PLATE); USE FOR NON=CONSTRAINEDCASES THESE PLANS AND SPECIFICATIONS METHS PROPERTY OF USA DRAWING NAME .. � " ..SHADE'ANO FAD RIC STRUCTURES:INC.'AND;SHALL NOT OE - • ' • . REPRODUCED tti1TH urn-tenwrnrr NPERMISSION: CUSTOMS:FOOTING . PROJECT NAME:- U.SASHADE .. EISENHOWER MEMORIAL PARK. SFbrle Structurs,Inc . , .. . . ePROJECT No. DRAWING.No.: IPAGE - - • • -.71689 71689.1:0 [:. 1 OF 1: ' SIZE:. SCALE REV • ,DRAWN"BYi AG'• : '2217120 . A4 NONE A. CHECKED BY: ;MB . 2/7/20 7111 DESCRIPTION DATE., DRW CHK ENG 'APPROVED BY:' 'MB 217120 • 2%.0" 1'-V- 4. (SO). VERICAL- REBAR9#8 RY:3" .�I (TYP), • ELit 1 Vit` , n-agg2 . 1.1/4"THK.'PLT: (PLT-018) PJP.:3l18 „3116 w ANCHOR=OL OFFSET (6"FOR;;COLUMN:;IB). (12".FOR COLUMN 1C) TOP VIEW (SCHEMATIC VIEW ONLY) (COLUMNOFFSET) (6":FOR COLUMN 1B):, (12"FOR COLUMN 1C) FINISHED`'SURFACE TOC PROVIDE TAPER. .. STD.SLOPE.(1 12) • /0. /; '>,x/ ' . 2"GROUT r 4 We put our team to work so.your team can play k„ Request for Information 0 Byrom-Davey, Inc. Date Started: 1/11/20. RFI NO: 26 Date:Completed: : Respond by Date: Project Name: Eisenhower Park BDI Project No: 1913 Drawing No: To: Eddie Chan Spec Section: From: Mark Deferville CC: Cost Impact: Schedule Iinpact Subject: Masonry at Concession Building Question: During construction of concession building portions of the masonry wall extend to the height of the second floor,however structurally the walls were extended to underside of the roof Please provide direction to fix this condition. Suggested Resolution: Answer: 5EE ATTACHED SKETCHES SK-O, -1; -2, and -3 I-10IBACH-LEWIN/C. PIEDRA - 2020-01-13 w _ j 't--tzcj: 1,--6N.1.--t ': -10�. 1'(t.-.4 1:2,. `tom Sze.. -i.. -. ori u Gj 2o2p. .' : '',f).2 Imo. \/( 1 _� 5510 J015T5 7. \\ /- i I 1c;1j 12. �� 1i -. 10 _• ' —�`l! ;� 7O .% �G-01 tyNr • : If s �—^`. .(�E iG'J2 . 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PAGE: HOHBACH-LEWIN, INC. j ,, _ I 1 PROJECT NO: r e '.."(L-1 i,. -.; STRUCTURAL ENGINEERS DATE: ''2:02..-e_ - rt-•)r. - t n SUBJECT: - " - ft--t **- — _ ---2. _ BY: - C''.?--P-Z7-'':: 4 • . ., • . . • . 11 : , ' ',. , : ' • , . • H - , . .. • !--,Z.- .... . : 1 . -,--"•°,2‘..&... • 4-• , .: ,,; Jr _ ,_, L.,. 1_4..*.O.t"I'.zet. ' .: _ : . ._ . _ . _ __ . _ _, 1.7'-'_ L.,c---ii_. , : • - P , . 1 , ;' " -1- ' '-='---..\---- : , ,,' - - •,-•-, 7......t i , • . , . ! r leir ' : : : CZ :' i ;57- -2-1,- 7){:4C:. Z.> I xr_ I : ' I i :r. • . i— I L2c.1.(V7-ftitrIf ,,1 J ' ' i : .: .. ,'"' _ .- , 7;i:-‘-"Pc!sr`r.t .--• -- • : , . ! ' ! ill ! . r : [ • , i 1- ' '1 ;'- i . . I - -- r • ; ' /' ' 'if7•-•-'t., . ' ' " .-EZ--- . --'• ' - . t. r--1---r.'--r-7-Tr -1---, t17--C:?.- .----- '---' -- -:-• ' '• d • I ...., r , ; f '-i'''-17 4••-- i I>/:f '7'- - •-7 1.4--*4 ' i • • • ' '• - - •:Zs-—1:5 --- . . . : • z.4-t--,----:--- • i. 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'r 7 - ' - • 7 -- - ' ' S:: _:-5.. ---E-.71Z ---- :.-q- :)._-. • _( ..;,-, . ... ;/...,.-, L.,!- TC.k.0. 17›. c2..._ : C.,. ..t.t.-----_-.:1.--K-7-1 A: ..- -.;:L..- __ c.". .' • -_ ', ...4-....c.,S. . . , . . • 1. , • ! ; :, • t - .- 4 . - --- .- --------- - -- .. - : ,.. •,,--- , • _ .r-‘.• . . es''7 ; ! ...,: ''!'''`. .--. 11 .1- .___,,-A t t r t ' --L-'' '- '---: :: -.... 1 — 1 ( - ' -' ..-- • ••-••• •-: :• ; - • • • -{ • , 1 • . . . , . - . 1 I ' ; ' 1 1 ' . ,..1 , '_--• .:-,-.-. ''.---!.,- ! ! r - PAGE: • =2,1I HOH�ACH-LEWIN, INC. PROJECT N0; 9R +, ¢Z. STRUCTURAL ENGINEERS DATE: 21.D-'.in>t-t • SUBJECT: _1--.1t.-1�'1i,-1 2-. (" BY:. �E�t� _ i. = - T _ . - 2t-t 'til. , • . .'i. !r'Com - , ` - iii,, - - • _ � , ill , -_i : � . -- . I1 = ,.. : .- t"v _- ---.7,---, - t--t c.:.-1;,..-'• rpt_. 1 -r • T e; _• 1 C�Zi_Cal.t7. ..-T.:- '� t- �T�-0-E. - - _ / �?�� ' - - G:2,-4 Dt. .4, C_Pt 'i Yrs. V(- lc " i._ C'S 1 f x 12"62:.1=, .. � C t,.IS_._. � . , , .._. e.A. ._ rta�: 'y'-mac. tt - , • ' • , 457 West Allen Ave.,Ste. T:(909)305-0400 Geo-Advantec Inc. 9 113 San Dimas,CA.91773 F:(909)907-0704 .: : SPECIAL DAILY INSPECTION AND TESTING REPORT Job NoDateDay: 19-1161 1-16-20 Thursday Superintendent/IOR. ' Special Inspector DSA File No.: DSA App.No.: Permit No.: Dave Jensen Jeff Burgess Job Name:Arcadia Eisenhower Park . Job Address:602 N 2nd Ave ,Arcadia ca 91006 City:Arcadia ca Zip Code: Type of Inspection: 0 Batch Plant 0 Reinforced Concrete 0 Fireproofing 0 Welding 0 Masonry 0 Shotcrete 0 High Strength Bolting 0 Other: EPDXY BLDG A Concession-On Site As Requested To Observe The Placement Of 5/8"Allthread Anchor Bolts a 32"Oc Along Grid Line AB.For 4x10 Ledger Connections Interior And Exterior. Observed Placement Of 5/8"Allthread Anchor Bolts For(4) •Missed Or Relocated Locations At Interior 2x6 Plate To Slab In Frame Wall . Observed The Placement of(1)7/8"Allthread Anchor Bolt Per RFI#29 Into CMU Wall w/7 7/8" Emb Verified For L4x4x5/16 angle connection at stairway. Verified Holes For Size, depth and cleaning by brush and blow with compressed air.Simpson SET XP epoxy Used (Approved ) ICC ESR 2508 exp 8/30/21 RFI#28,#29 . .411 - 1...\\,V,,-r 4 1 4, .."./...,,,..." . - \N`i° ." 2 .'''..- tz=mmt=axi 11 •' '''.k...,.., kt-5 7___ ., ,c,-:,zt...,.: fL,_,:,1._ . '•1 3,: ,.,.--: --V-7717,3 \ „. .... - ' 1 .1 .4k) k I:• -•,'; 4'154 . 1.- - _ . ' \ ,\' 3 jA... ''.A ; 1 ' ,? • ;:i 113ftl ' iii- r2.^...- _r:----...,-;.--,.-r- .-.N.,•••:%} •,\,,s, .i.i.k..7! .*:,.• ', ' ,-,-"•'.,: i,j • -'-'7-- ' '. 1.7 ' . . 1 • 2:-.. fal. m ,. ..:. .....,,,.. -- -7-it- .,., ,„; -. -- ii: :lift_ . . _ .--.,:, ,, :.---.',,,;---2-...7.171 ", ,lal :-.17,,I"..7% t 7' b',% ; 1,›Aii ,'".:''. P,,'::•?I,i:V.,.:;,,i.,!_'.... 'l'f_ i;:.el.•..k ,,,,,.;':r3V.,;.....ra-:',. ,_,. ,-._::-: , , -_ i' ----,--,7: -.---... .,4-.4*..f.!-2'..'F-7::7 -77 ' i•Vr: . , '., ,i,..:,:,...:'.: '-; '7-.''':,-.:t ,....,,,;',-1 =21 1' I Irl 22 IL oz. Ba ,_•_.;•' . , ;Ir _ -- - , -- --,,,n-. .;-,•24_,,, , - _ , 1..,,, ,, '• - I I I // '.4 4,P,; liaPq<..3::-.41A7V - . /• , A • --:,•:- - •:Pr.,2%:-.,.•--4.4f-"--s-, ,. • . ; i,....-..7t----- -— -0 ---:- - . r.'i -.....'"7-71,,,,:.-7,.::.-4F. , ..--,,,,,,',.:,,.„• ,1, •=,,-,.t-!:,,,. :-.-4,, ' , . :' - _____ ,_ ,, , . - • , ;iii:Iii 7. .o-:--; . . ts,„,„ ,• ,. , .v„ ,,,_. , , ,, ,,...r.--,-„, . . .. \ J :jied's I • ,, „...-_ --- •::,-._-_,— ... 4 . ... .4), .,,,,:.44' ' '1. z. . '• ' ',,,,r_ I ---1 err''4 -..r.,. b--.-, 4.--- ,----:`' - '. • . Continued On Next Page: Page: Of: Lunch: THE WORK i WAS WAS NOT I INSPECTED TESTED IN ACCORDANCE WITH Time In Time Out R.T Mileage Reg.Hours O.T.Hours THE REQUIREMENTS OF THE DSA/PROJECT APPROVED 7:00 am 10:00 am 4 DOCUMENTS. ' THE INSPECTED/TESTED WORK I MET DID NOT MEET THE REQUIREMENTS OF THE DSA/PROJECT APPROVED DOCUMENTS. Approved By: Project Superintendent/10R • Non-Compliances: • ICC 5003428 Signature License# 457 West Allen Ave., Ste. T: (909) 305-0400 Geo-Advantec Inc • 9 ' 113 San Dimas,CA. 91773 F: (909) 907-0704 SPECIAL DAILY INSPECTION AND TESTING REPORT LEA#: 290 DSA FILE#: Attn: Exp.Date: DSA APPL# Address: 602 N.2nd St Lab Facility: Geo-Advantec Inc Arcadia,CA 91006 Lab Doc.#: Lab Job#: 19-1161 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions musts be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection.. • Project Name: Arcadia Eisenhower Park Report Date: 1/13/2020 Project Location: 602 N.2nd Ave,Arcadia 91006 , Contractor:, Byrom-Davey Fabricator: MD Metal Type of Inspection 0 Batch Plant 0 Masonry 0 Fireproofing Ei Engineered Fill 0 Prestressed Concrete 0 High Strength Bolting 0 NDT 0 Deep Foundation 0 Shortcrete El Welding 0 Other DSA Approved Documents: Work Inspected: • . Item Observed Item Observed elevation Gridline Details/Drawing Status/Remarks Observed WF 14x34x30'beam/weld to 2nd Concession Bldg South 9/S7.10 Welding completeNisualy column cap plate at West End.Weld Shear level 6/S7/I 0 acceptable • plate to 4.0 Std pipe flange.4.0"std Pipe column located at East End/Splice(CJP) work complete/*RFI pending by Structural Engineer approval. • 00..1 .ri , 'Or MD Metal Welder:Erain Gonzalez AWS B-U2a-GF#W-AM,NR-232 E71T-8.072 Lincoln,Welding paramater monitor Time In:11:0500AM Time Out: 3:00PM U ADDITIONAL PAGE ATTACHED. The Work WAS 0 WAS NOT The Work Inspected EI MET El DID NOT MEET INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS THE REQUIREMENTS OF THE DSA APPROVED DOCUMENTS OF THE DSA APPROVED DOCUMENTS • Material Sampling El WAS 0 WAS NOT El N/A 1/13/2020 PERFORMED IN ACCORDANCE WITH DSA APPROVED DOCUMENTS Signature of Special Inspector Date cc: Project Architect Structural Engineer Sam Bang AWS CWI Print Name/ProTitl III SAM BANG ject Inspector DSA Regional Office 101 CWI 09080721 School District CERTIFICATION# I QC1 EXP. 08/21, DSA 250(rev 02-16-11) PAGE 1 OF 1 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA 457 West Allen Ave.,Ste. T:(909)305-0400 Ie s 1+ 113 San Dimas,CA.91773 Job No.: Date: DayF::(909)907-0704 �1,- ® i va , t"tee I'3i�t. SPECIAL DAILY INSPECTION AND TESTING REPORT 19-1161 12-16-19 monday; Superintendent/IOR: Special Inspector DSA File No.: .DSA App.No.: Permit No.: Dave Jensen Jeff Burgess Job Name:Arcadia Eisenhower Park Job Address:602 N 2nd Ave ,Arcadia ca 91006 City:Arcadia ca Zip Code: Type of Inspection: ❑ Batch Plant 0 Reinforced Concrete 0 Fireproofing 0 Welding ll Masonry 0 Shotcrele 0 High Strength Bolting 0 Other: On Site As Requested For Periodic Masonry Inspection On Bldg A Concession And Grout Pour-On Bldg B Restrooms Bldg A-Observed The. Ongoing Lay-up Of 8x8x17 OEBB tan CMU Units For All Elevations. Verified Mixing.,Of ORCO Blended Products Masonry Mortar'Type S' Verified Reinforcing Steel For Size,Grade, Lap And Clearances . Verified Fuul Head And Bed Joints,. Work Ongoing Bldg'B- Grout Pour Cancelled ,To Be Re-Scheduled Atifil:,, 'tritc . . il '',' '''•Pit.,:i'l*' ,$4,4„1,1v7,'•"17..'4kr,,, 4- i.'"V # 'r . ' ,,(4,, \ '4' I 11/ 1 i. .','''''''' I Fp; , . ., 11 ,, 7-..,4,0 ;, ,,.. f,.4,4v, i , . .,.. ..„ ,0,4,„..„. * . „, . ..,41, , . ,, 1,-.1 ,, 1,,... , 14. ,71 ti „i"I t �..'hw , , f ID�'' 't r L Ir'f a¢ ,v 1 ill' J I-'s. ,11f ,`,, ! R � p 7I �, 11,E grf ' R1 -. -- '--:91h�` i Y;r v -, fit' `_�+J 'p:; l� I rz• y 7:14, 1�; i` _ ;� � , � r Avg ,' i :,,�i41j \r ,/• ,a '- `y} '4f7 ( itilp a I,.1::-('1 ii•��i L it S i 3 4 �.1I�. Ij1 ilii ar11.14.•liE, � pE try,: ..qp A,.1 '''• r1'!J ,'` •ir" -.rg1� 1i s'I` 1 IF.Il 11tI4 11 i�J .,_ i( 1 1y�'I - Pr- az- f ...iii.",. �I!llfil, it o� ,r...-, ! i l ;J l .. :i ki ' tti t 9 ,S�) ' . ", i}h F�c' S' }F+`i�> ij+ frif .II.` -A71., ,� '•,z. ,1?i 1 t1 V t .lM ,ir.0.1 Urloff 1`, li J. ,Iii ♦ .7.3....4,',A,,, 1, , Y-, f S , w f it-41.0V,, ' y ftl!( ,I ' I f j,� o- isa mrapo 1 l , �-. a T -t , t i t` t r � I`1 ,2s30,,,,,,,,,;,,,,_ i S 1 ,s" itc. l elwrigi ct•y'0, , , 1 j r l tri„, 1' #yq r1 ''' J -,',.71,,,,,, � t ?, ��{,��r ext d , ), , f 1.� -� is. `'kiln ,�I,1 • ��= . �\TYj *. tea,f �l}{{ '3��N '...115. 7.01 115. 7.r� 1 l''.'', ' .,1 F t a �y:f I 1 ;t,tP 4, ./-d i y AS s °.• ,.i , , , ,s• .' M S.i,:40?- ,ny,!•;"a„ Continued On Next Page: Page: Of Lunch: THE WORK I WAS WAS NOT I INSPECTED TESTED IN ACCORDANCE WITH Time In Time Out R.T Mileage Reg.Hours O.T.]lours THE REQUIREMENTS OF THE DSA/PROJECT APPROVED 7;00 am 10:00 am( 3 DOCUMENTS. I i THE 1NSPECTED/TESTED WORK ✓ MET DID NOT MEET THE REQUIREMENTS OF THE DSAIPROJECT I ' APPROVED DOCUMENTS. Approved By: 4. r' Project S rintenden, OR Non-Compliances: ICC 5003428 lid/ Signatur License# r Geo-Advante 2aG, Office Address © �r°°„r'r'',rr•`r'.r"•,r•�,rr„•.',,, 455 West Allen Ave.,Ste. 113 T:(909)305-0399 l.drvAcj snA'c J:i{tcurc•c•r:wx A ur.Nc•clrrrrr(n,•!l,•.,r,rg San Dimas,CA 91771 F:(909)907-0703 SPECIAL DAILY INSPECTION REPORT Page 1 of 2 Project No.: 19-1161 Permit No.: Date: Project Name: Arcadia Eisenhower Park Tuesday,December 17,2019 Project Address: Street#: City: Time Arrived: 602 N.2nd Avenue,Arcadia,CA 9:30 AM Zip Code: Time Departed: 91006 2:30 PM Name and Address of the Client: Regular Hours: 'Overtime Hours: 8 r Approved by: � Project S -tendent Type of Inspection: ❑ Batch Plant o Masonry ❑ Fireproofing 0 NDT ❑ Engineered Fill 0 Reinforced Concrete 0 High Strength Bolting 0 Other O Foundation ❑ Shotcrete ❑ Welding Work Inspected: 1.)Grout Pour Inspection and Sampling for Restroom(Bldg.B)CMU Walls. Perform grout pour inspection of 10 yd3 of Associated Ready Mix,mix#47041.Inspection was performed per AC 530 and per approved plans and specs. Grout sampling and testing was performed per ASTM C172,C143,C1064 and C1019. •Verified grout mix design. •Observed grout placement •Casted one set of 5 (3x3x6)grout test specimens. • 21 4 _ -- THE INSPECTED WORK o MET 0 DID NOT MEET THE REQUIREMENTS OF THE PROJECT APPROVED DOCUMENTS. MATERIAL SAMPLING o WAS 0 WAS NOT PERFORMED IN ACCORDANCE WITH APPROVED DOCUMENTS. Non-compliances: Christian Cruz/ ICC#8172321 Print/Signature of . • n ector Certificate Number P 1 eo-Advante aDay, Office Address `"""'''''r'r"..il/'Peg,.ering 455 West Allen Ave.,Ste. 113 T:(909)305-0399 0/..,,,,l,prriA,•/:•,,,m,,,,,,: /,hNCr rrrr,r am/li./rrrk: San Dimas,CA 91771 F:(909)907-0703 SPECIAL DAILY INSPECTION REPORT Page 2 of 2 Project No.: 19-1161 Permit No.: Date: Project Name: Arcadia Eisenhower Park Tuesday,December 17,2019 Project Address: Street#: City: Time Arrived: 602 N.2nd Avenue,Arcadia,CA 9:30 AM Zip Code: Time Departed: 91006 2:30 PM Name and Address of the Client: Regular Hours: Overtime Hours: 8 Approved by: \i Project u 'nirnder Type of Inspection: ❑ Batch Plant o Masonry 0 Fireproofing 0 NDT ❑ Engineered Fill ❑ Reinforced Concrete 0 High Strength Bolting ❑ Other ❑ Foundation ❑ Shotcrete ❑ Welding Work Inspected: 2.)Non-Shrink Grout Pour Inspection for HSS Columns at Concession(Bldg.A). •Verified approved mix design(SpecGrout High Performance Non-Shrink Grout) •Verified substrate for SSD condition. •Verified grout for proper mixing,consistency,placement,and consolidation Non-shrink grout was mixed and placed in a flowable consistency per the material's mixing and placing instructions. HSS columns base plates for Concession(Bldg.A)at GL.AC/A1 and AC/A3 were formed and grou per detail 7/S7.10. 5f J .: s "si C . l �.r 7 Syr •-•""r i!; I r ,;.. -. .rr 4 S'_rm a + _;Grout � t `�ys� ,:y. F # � / /• Gr#may 1 11_ Out_ I •.3T`...''ts�,.. 1 s p----,'. `.5' `_ ;ti ECO �}Y . ' 7a3 ) i i4: v '11,.. i r iii}'/ o t � r.«N= M: 1 W'N Ago?.r,4:11 =�:ci "a'v..' , _ ._L,v. : \ ._�._..0 i A :tJ� �uT .. :,.�` r , _ _ i THE INSPECTED WORK © MET 0 DID NOT MEET THE REQUIREMENTS OF THE PROJECT APPROVED DOCUMENTS. MATERIAL SAMPLING o WAS 0 WAS NOT PERFORMED IN ACCORDANCE WITH APPROVED DOCUMENTS. Non-compliances: Christian Cruz/ % ICC#8172321 Print/Signat - .. •r •.. or Certificate Number 3. } x .ta ' Yr,., LEA#: 290 t� 4 h r Office Address: Exp. Date: 1/14/2021 o a ,, a• 457 West Allen Ave.,Ste.113 T: (909)305-0400 San Dimas,CA 91773 F: (909)907-0704 COMPRESSION TEST REPORT Client Information I DSA File No.: DSA App No.: Project No.: 19-1161 Project Name: Arcadia Eisenhower Park Project Address: 602 N.2nd Avenue,Arcadia,CA 91006 Client: Telephone No.: Client Address: Specimen Information' (0172) (C1019) (C780) (C42) Type: Concrete 3x3x6 Grout Mortar Shotcrete Casting Date: 12/17/19 Cast By: Christian Cruz Ambient Air: 62 Set No.: 1 Slump: Temp: Air%(C173): n/a Cement Type:IIN (C143) 9.50" Admixture: 161 (C1064) 68 Air%(C231): n/a Expected 28 Days Strength:3,000 PSI Mix Design: 47041 Batch Time: 9:58 am Batching Plant: Los Angeles,CA Truck No.: 0501 Sample Time: 11:30 am Location in Structure: Restrooms(Bldg.B) CMU Wall-GL.BB/B1.3 Ticket No.: 5928893 Sampled From: Weather: Number of Samples: 5 Date Samples Received: Curing Method: Test At: 1 @2 days 3 Days 1 7 Days 14 Days 2 28 Days 1 Hold The Material O was 0 was not The Material Tested 0 met 0 did not meet Sampled and Tested in Accordance with The Requirements of the DSA Approved the Requirements of the DSA Approved Documents. Documents. FOR OFFICE USE ONLY Lab Sample Diameter Height Capping Tested Area Test Type of Applied Load Calc. Number Age (In.) (In.) (())1231 By (SQ In.) Date Fracture (Ib) P.S.I. (Days) (B)C617 Avg 28-Day Strength: TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 f 7 1 Y Remarks: Applicable Test Methods: Lab Manager: Report Date: RESULTS RELATED ONLY TO ITEMS INSPECTED.THIS REPORT MAY NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT PRIOR WRITTEN APPROVAL OR CONSENT. Rev.04/26/2018 Page 1 of 1 I1. . I) g. W A F----''- ' '' s�.`. • PCI ',- .-,FR IRRITATING 1 a;. g' ; c I(7i, 111/ A='ova , 1 r r r Pflcitr.CfU rJF'1ClnMA I J F C ARSE PURN py " IY .4 '1 -I /IJ erMwnry a accuracy,o Ietanrnenr.+'•9 web Sacte r•,770n1 M j 1• ( '+,..n i 4 r.. r1 fvelh owrann Sal the California Code nr'. .t.e"dk h IT.-,.. r.r<F F t.. •H'F1 �, ,1 Mna:ixenent Slarinards. .tart rd Fr:od and t:;:-.- ' N071cE ( '.r don . •rn 'Cr.- ___, rn� ✓L -.. • Ih 1 .,rx ( tl tl,:l;xt' 'he Company . ' NOTE!the for any cttall have no II Wlll t .lad arrant s mere hart;t:My and KEEP our Of Nf ACN OF coat RCN. Y pr rpoae,end all thfli e a M 1 plied with r sped to reach.a LOACJING ` LEAVE PLANT ARRIVE JOB aggregate,And po�pintl(Po O ta),C' t` _ le. - -- -- I ---- —_—_ _ f START l-1Nl f rlNl I1 L1N1 _ __ Pt - — — — - - --- _ of surface r nckl Fl of cor�ne _ s t Al1=W: .ANT 1 f)VFHTIt'.'F .'IF{a it r�. _ , I =7 DRIVER I I ve vLnhnd the soeahc slump Ics.Mu.lob to be J. - iii. DRIVER NOTES _ I agr11V1hat in,100 will meet the 11 0. 1.,pec on the�b e„....... .IPIS-?h I IJ } I ❑ ;C)BL,ITE DELA" ❑ '-SI,,Cl-LOAF, yr; IMPORTANT ACCERFMlCE OP ALL TERMS,CONDfFIONS J:WAIVE i q NEED Utd FRONT E BFCK O � 'ES_I CI i"Ln('�P'4 R'fT ❑ 7u,'•'r LOAD -a. iio 1 1 1 A ALl INVOICES SHALL Ut PAID IN FULL ON OR RF FORE TIE LAST DAY On LTD t,'ON.1,cDLL OI lNc;TIT' DAl E OF DF I IrF } AGREES TO PAY A SERVICE CHAHOL 1 U2•'.Pun MONTH ON ALL INVOICE 9 V,/RCN AR[PAST D1 0 EARLY ARRIVAL 0 "A' CF LOAF) Y A ' r ALI.COSTS AND EXPFNECS FOR COLLECTION OF ANY AMOUNTS DUE HERCIJNUFR.IN CLUU_INC ACTUADLAF URULv1nr,FEL nNCaS, l FOU.EE'i-t+T rA_URv 0 25'.OF LOAD ::z -- r-r—F-, -L T:I11 ?-itF I-117, -ETT sI it (_•UILlrT'F I I fit. go 77.'..Iii WI'ISI-ITI L'i' 1 I! ' H1[1[1111111 � Z,rDI111FRAE0 ❑'.V AfFn�AJLyFi�Ut) .Cl i'.SP PY I'.ER ,N544,Op+1A f ' rlc� .�.�Irl ._ray c- '71'll 0 2 fib 3 .r - 50.D TO PO.a CU9i0''EH0 .n, IRATE l (;;t fl;'I '•;;lsONRY 1 NC tt j'-Il-J 1 CA S ; r p CEL.IVERY ADDRESS —_-- - VAP PAD i n1F DL.c E Co I crptlo Blvd 8, Nl 2nd Pvt./ Pre? `i�,7Du 1 •. _ CROSS STREETS — ---- --' PRCJECTb - 1111 1,61 r . bilk I ' mix ' LOAD SIZE LOAD u USE PLANT TRUCK a DRIVER C' +7ti -- -- 4]E . 0171 I. 5 3 KI,0'1l DEP J. FT= .- E - 41111 I'IL I1h4ASTEH Weighed By:Associated Ready Mix Concrete Inc. Order- Tc't- , 0I I=" ', rIP1,1D1' Wei noel Rt :9645 .� FII v. POrfi''4i 9' �_ w-.. h_)-��� Rd. hoaJr.� • LOAD QUANTITY CJP.JLATIVE QTY. ORDERED OTY. PRODUCT CODE PRODUCT DESCRIPTION ., UNIT PRICE AMOUNT 6. 'ir,L_r'\IDE 8. 0,i.., 8. 1313 472141. 310102E PSI C- ":76 i.,.00e Li 899 OT=$E:. 510 PER N • I - 00eri 925 ENVIRONMENT FE 1. I30e--1 925 ENERGY SJRCHAR • II EXCESSIVE TIME ON JOB WILL RESULT MIN.LOAD CHG.1 I _ Rev/Start -__ - — Rev/Stop IN ADDITIONAL PER MINUTE CHARGES. _____ TAX t ❑Full load returned SUB TOTAL OVERTIME. • LI Partial load returned TOTAL DUE r'.AtLRADOED AT PLANT •,I CISTUPE FM TA. SLUMP F�[�neo e-rn,ays s. t Lo `. _ EEE.1�1 ,.^dl. 6. J17Ii= JJ.5 lox J, IT IC..11 odeSRehie c. t;1C"l Cv.R FII J nJ 5,50040.,{i Fla], 448. I� qal L� C•.ICode Sec t;F9 A e c s aur 5357Q M14,; [�a RF CCLIVE()Eiv Tb'tarns ani aVidlav cxl t.rem! sr.*of Cc Dowry AY.et sort zap attachments thereto Na a part oF�a)'eernera hNxecn Lw cha Jrd ulus en ad' ."a:5+M N r"-a!'''''' wl•{IF ..,,,g� L, s V: Ccer5any and C,e..A'.?'.AoDepIatra d AsS°roar caraute"S aayeen1Y11 to a1 Icans and condaans Snov.n co UVJ tax and bad, Sni 41, x ---—— —— _ >ati.' J Ii"1 HEAD FRONT AND REVERSE SIDES CAREFULLY. 'r,5 1 :mss,. G WE l 1 1 1 1no.lbo e.Egnee nodi IM ono of olgh'ms(l B)years and Iva,authany to execute t rS Agreement on behalf of Customer - a T 'u z` �. "• 11 'I ;n1.'D Tut: 136:,8 Act: 1,06100 ROCE;0;8" T 111. : t35) pct V' 1 1111 T`il -.Ti/I% 'EJL : r_J '64 Act : 0240 WATER Tyt : .'E8. 1 F fr';„:' .e' ''} ., 1 CA 3 I_)I; : 10 AL L.1, : 31 0 I #,r 44 3 k r ,r :.--,...,,,,,,-1; , a,µ �T �� . rLi +: - •`a { "ABVo 4a k:,* .. A4-1 ,4,-. 4- -c a ' rx a ' aeC• x`'1 fJv . .A,' Nyr.t T�,tt x "k`, "� rfr 1 ;� +' *s k Z�t ' .,c 't= r 4y" ' '•r'ka«.y a A.x '.r''k1R `-1, 3'••i 3.tF;+ ft JCR INSPECTION SERVICES .. til / OFFICE/CELL:.213-703=9649 ': 1100 SAN LUIS. REY DR..: / ��,. INSPECTION. PAGER: 213360.-1007 • �/ SEEvICES:INC. ALE; CA 91.208 L ND_ FAX 818-637-2232 • • REGISTERED:SPECIAL/DEPUTY-INSPECTOR DAILY REPORT - BUILDING DEPARTMENT ; City of Arcadia j Proj.Date ; 11/29/19 Project Name Eisenhower1Memorial Park basket ball court.: Permit.# Comm-19-1530. Project Address , :601 N.second Ave Arcadia CA 91006 Owner Name ,1 :. . : Phone# Address, : . .. [General Contractor;Byron-Dave's, Inc ' Phone# 1 (858) 513-7199:: ; : Address : Fax# •• ;_Site Contact:. ;Dave Jensen .:::Beeper#. ; ;-Sub-Contractor . : : Phone# : : Address .: • 1 : ;.Fax.# Engineering Firm :PTD Inc :: Phone# ,� (909) 985-5787 Address . � Fax# •• . . TYPE.OF INSPECTION:. 0 Reinforced.Concrete :: ;El Shotcrete [0 Gunite 10'Rebar insp 10 Welding. ry. . :0 Pretress : : 0.Mason :O Anchor bolts. : ' Dowels• I FireQroofin� I ® Post-tension . 0 Fraiming . :0 Nail Inspect 0 Grading 0 Other El Quality Control � ;. � : : Cylinders Samples : ; Core Panels . : Mortar: . Grout i Masonry prism :: • . To the Building Official . City Of Arcadia Building Inspector I hereby certify that the following portions of the work at the above address which required Special/Deputy Inspection and for which I was employed:to inspect, were inspected by me and comply with the applicable provisions of the Building : Codes and approved drawings. :. arrived onsite the General contractor provided approved structural plans &permits"&location of inspection. I Monitored the partial stressing of tendons at Eisenhower memorial park basketball court per approved structural plans & page PTC I monitored the partial stressing of basketball court with Ram #2018-058 &,gauges#2018-058 with calibration:date of 11-02-19 . All the tendons were pulled early on the partial pull too 2500 psi per approved structural drawings. Everything was placed per structural plan specifications & as per my knowledge. All inspections are based on a minimum of-4 hours,any inspection over 4 hours will be charged as 8 hours.Any inspection extending past noon will be charged as 8 hours.Saturday are billed as time and a half.Sunday are billed as double time. Inspector(Print): Julio C Sandoval License#: 8109854 Type: ICC Inspection Sign:ef 0 livildiniA-D Date 11/29/19 HOURS: Mon Tues Wed Thur Fri ' 4 Sat Sun . • Verified By: (Print&Sign) JCR INSPECTION SERVICES 9et-/; OFFICE/CELL: 213703-9649 1100 SAN LUIS REY DR... ' :— �0. I N SPE c T I oN PAGER: 213-360-1007 GLENDALE, CA 91208SEAYICES;INC. FAX:818-637-2232 ' - REGISTERED:SPECIAL/DEPUTY INSPECTOR DAILY REPORT • BUILDING DEPARTMENT i' : City of Arcadia :; Proj.Date 11/25/19 Project Name: Eisenhower; Memorial Park basket ball court : Permit# : Comm-19-1530 : Project Address :601 N.second Ave Arcadia CA 91006 _Owner Name : 1 J Phone# Address_, : . . • . General.Contractor1Byron-Dave's, Inc . ] Phone# ; (858) 513-7199-- , ti Address : Fax# Site Contact.- f . ,Dave-Jensen , -. 1 Beeper.# ; ; . Sub=Contractor : . i : :.Phone# - Address : Fax:# : :: Engineering Firm- :PTD Inc ::Phone# (909) 985-5787 ;Address l 1 Fax# • TYPE.OF INSPECTION:_ ® Reinforced Concrete ;0 Shotcrete : [0 Gunite 10 Rebar insp ] 0 welding - 0 Masonry :0 Pretress : - :0 Anchor bolts ; :Dowels 0 Fireproofing II Post-tension :O Fraiming ir :. i.0 � 0 Nail Inspect . . Grading'. : 0Other'. -i 0 Quality Control :. . : : : . : . Cylinders Samples Core Panels Mortar Grout Masonry.prism To the Building Official City Of Arcadia . Building Inspector I hereby certify that the following portions of the work at the above address which required Special/Deputy Inspection and for which I was employed to inspect, were inspected by me and comply with the applicable provisions of the Building : Codes and approved drawings: arrived onsite the General:contractorprovided approved structural plans & permits & location of • inspection. : I.Performedconcrete inspection of Eisenhower memorial park basketball court per approved structural plans & page PTC monitored the placement of approved mix from supplier Robertson's mix#62131.( 4000 psi ) . monitoredplacement so no reinforcement was moved and consolidation by means of internal vibration ..I was on water control and cast samplesfrom load #1 and performed test per code . They poured a total of 65 cubic yards of 4000 mix . Everything was placed per structural plan specifications & code as per my knowledge ( All inspections are based on a minimum of 4 hours,any inspection over 4 hours will be charged as 8 hours.Any inspection extending past noon will be charged as 8 hours.Saturday are billed as time and a half.Sunday are billed as double time. Inspector(Print): Julio C Sandoval License# 8109854 . Type ICC Inspection Sign Date: .. 11/25/1.9: : HOURS: Mon 4 Tues Wed Thur Fri • . . Sat Sun Verified By:(Print& Sign). . �� : - OFFICE/CELL:213-703-9649 1100 SAN LUIS REY DR. I� INSPECTION PAGER:213-360-1007 GLENDALE, CA 91208 �Ilr` S E R V I C E S.IN C FAX: 818-637-2232 POST TENSION STRESSING DATA SHEET PROJECT NAME: Eisenhower Memorial Park basket ball court DATE 12-02-19 SITE ADDRESS: 601 N second Ave Arcadia CA 91006 PERMIT NUMBER Comm-19-1530 Project# CONTRACTOR: Byron-Dave's, Inc , CALIBATION DATE 11-02-19 FLOOR#: Basketball court POUR#: #1 JACK SERIAL# 2018-058. STRESSED BY: GAUGE SERIAL# 2018-058 VERIFIED BY: DATE OF DWG TENDON REM: Longitude running East west PAGE 11 OF 12 TENDON JACKING GAUGE CALC. MEASURED ELONGATION __7 % NO. ELONGATION FORCE READING ELONGA 1 STRESS 2 STRESS TOTAL DEVIATIO South 1 Specified 5 7/8-6 7/8 . 5500 6 3/8 3 2/8 3 3/8 6 5/8 West 2 Min- 3" 3 5/8 . 6 5/8 Corner 3 MaX- 3" 3 4/8 6 1/2 4 . 79-6" 5 7/8-6 7/8 3 1/8 . 3 4/8 6 5/8 5 3 . 3 7/8 6 7/8 6 3 3 5/8 6 5/8 7 3 3 5/8 6 5/8 . 8 79-6 5 7/8-6 7/8 5500 6 3/8 3 3 6/8 . 6 6/8 9 3 1/8 3 4/8 6 5/8 10 3 3 7/8 6 7/8 11 . 3 3 7/8 . 6 7/8 12 3 3 5/8 6 5/8 13 3 . 3 4/8 6 4/8 14 3 1/8 3 4/8 6 5/8 15 3 35/8 . . 65/8 16 79-6" 5 7/8-6 7/8 5500 6 3/8 3 3 6/8 6 6/8 Inspector's Name Julio C Sandoval Inspector's Signature- ed3 C Sivr `�Dvd J 9eetz JCR INSPECTION SERVICES �� INSPECTION OFFICE/CELL:.213-703-9649 PAGER: 213-360.-1007 1100 SAN LUIS REY DR.. 7 SERVICES,INC GLENDALE, CA 91208 FAX: 818-637-2232 REGISTERED SPECIAUDEPUTY INSPECTOR DAILY REPORT BUILDING DEPARTMENT i City of Arcadia , Proj.Date 12/02/19 Project Name Eisenhower1iMemorial Park basket ball court Permit# : Comm-19-1530. Project Address . . :601 N.second Ave Arcadia CA 91006 i Owner Name . 1 ;.Phone Address L General Contractor;Byron-Dave's, Inc ; Phone# ;.(858) 513-7199 Address Fax# : . Site Contact . ;Dave Jensen ; Beeper.# ; . Sub-Contractor Phone# L Address : Fax# Engineering Firm :PTD Inc Phone# ; (909) 985-5787 Address l i Fax ; TYPE OF INSPECTION 0 Reinforced Concrete ;0 Shotcrete FD Gunite- ` 0 Rebar imp _:0 Welding 0 Masonry : ;0 Pretress : 0 Anchor bolts ;O.Dowels ;0 Fireproofing ; [8] Post-tension 0 Fraiming :0Nail Inspect 0 Grading . :0 Other r . . r , , 0 Quality ControlI . I L 1 J _I Cylinders Samples : Core Panels [ Mortar. : Grout Masonry prism To the Building Official City Of Arcadia Building Inspector I hereby certify that the following portions of the work at the above address which required Special/Deputy Inspection and for which I was employed to inspect, were inspected by me and comply with the applicable provisions of the Building Codes and approved drawings.rl . arrived onsite the General contractor:provided approved structural plans & permits & location of inspection. I Monitored the full stressing of tendons at Eisenhower memorial park basketball court per approved structural plans & page PTC I monitored the partial stressing of basketball court with Ram #2018-058 & gauges#2018-058 with calibration date of 11-02-19 . All the tendons were pulled full pull too 5500 psi per approved structural drawings. they had trouble with four tendons slipping back in they had to go get a different nose to detention and clean everything and restress those four tendons. Everything was stressed per structural plan specifications & code as per my knowledge All inspections are based on a minimum of 4 hours,any inspection over 4 hours will be charged as 8 hours.Any inspection extending past noon will be charged as 8 hours.Saturday are billed as time and a half.Sunday are billed as double time. Inspector(Print): Julio C Sandoval License'#: 8109854 Type:. - . ICC Inspection Sign: Date: . . 12/02/1.9 HOURS: Mon 8 Tues . ed Thur Fri Sat Sun Verified By.: (Print.& Sign) : • " a '.4 'OFFICE/CELL:213-703-96.49 1100 SAN LUIS REY DR._ /i INSPECTION, PAGER:213-360-1007 GLENDALE, CA 91208 vir SERVICE S;lNC : FAX POST TENSION STRESSING DATA SHEET • PROJECT NAME:. Eisenhower Memorial Park basket ball court . DATE 12-02-19 SITE ADDRESS: 601 N second Ave Arcadia CA 91006: : : • PERMIT NUMBER Comm-19-1530. : Project#. : , . . . ' CONTRACTOR:, : Byron-Dave's, Inc : : :: CALIBATION DATE 11-02-19 :: FLOOR#; Basketball court : : POUR#: 1#1 JACK SERIAL# 2018-058 ' STRESSED BY: • GAUGE SERIAL# 2018-058 . VERIFIED BY ' : DATE OF DWG .. .. • TENDON:REM: Transfers starting @ south west.Corner PAGE 12 . OF 12 :. TENDON JACKING GAUGE : CALC: MEASURED.ELONGATION NO. ELONGATION FORCE READING ELONGA 1.STRESS 2 STRESS TOTAL S/1N , 1: Specified 3 6/8-42/8 . 5500 4" : 1 6/8 ; , 2 3/8 41/8 Corner 2 Min- • • :1:5/8 23/8 :4" ' :.:3 : Max- 1 3/8 . . 2 5/8 4 • 4.. : :5076. 3 6/8-42/8 5500 4„ 1 5/8 : 2 4/8 41/8 5 1 6/8 2 3/8 4 1/8 7 1 5/8 2 3/8. . 4 8. 50-6" . 3 6/8-4 2/8 . 5500 : _ . 4" :. 1 6//8 � 2 2/8 4 • 1 6/8- 2 4/8' 4:2/8 10, .1 6/8 2 3/8. . 41/8 . 13 1 7/8 21/8 4 14 : . :' 1 5/8 :2 3/8." 4 . 16. 2" 21/8 41/8 : 17 :_ 1 5/8. 2 3/8` :4 19 : - • 50-6" : • :3 6/974 2/8 5500 : • : 4 : . 1 6/8 2 2/8 4: : • 20 . . 1 5/8-: j 2 4/8. 4 1/8 ' - 21 21 • - 1 5/8 : 2 3/8 - 4 23 : : 50-6" 3 6/8-4 2/8 , . 5500 4"- - 1.6/8. . . . 22/8: : •4 Inspector's Name Julio C Sandoval : -J Inspector's Signature ean sion`at - Office Address • '(rr'rr'i�"lE rrgirr`'r•''irr� 455 West Allen Ave.,Ste. 113 T:(909)305-0399 1,i,rrhgr,"e lkng,nrrriug MN Impr•r,lo,r,,,,ri rr.,.,.g San Dimas,CA 91771 F:(909)907-0703 -/:ir,;i,rvrri,rg Er"7u,tr SPECIAL DAILY INSPECTION REPORT Page 1 of I ProjectNo.: 19-1161 PermitNo.: DIR#297722 Date: Project Name: Arcadia Eisenhower Park April 16th, 2020 Project Address: Street#: City: Time Arrived: 602 N. 2nd Ave Arcadia 7am Zip Code: 91006 Time Departed: 10am Name and Address of the Client: Regular Hours: Overtime Hours: 4hrs Approved by: Project Superintendent Alex Type of Inspection: ❑ Batch Plant ❑ Masonry ❑ Fireproofing ❑ NDT ❑ Engineered Fill ❑ Reinforced Concrete ❑ High Strength Bolting ❑✓ Other ❑ Foundation ❑ Shotcrete ❑ Welding Epoxy Dowels Work Inspected: a. Observed Drilling &Installation Of 16 (N) 5/8"Dia All Threaded Anchors/(N) CMU Split Face Wall w/ 12"Min Embedment For (N) Trash Enclosure HDU2 Roof Holdowns/CMU Wall, Verified Hole Size, Depth, And That All Holes.Were Brushed & Blown Out Clean Prior To Injection Of Simpson Set-XP Epoxy Resin, Ref-12/S2.13 For Additional Info, Complete, VT/Ok, No Discrepancies To Note: b. LARR# 25744 Simpson Set-XP (Exp-12/13/2021) II,_ 1 .. , t T. �0 i ;ice' - -. - . � I , f ''t N , .I � 1 II rr (s i. d it-- f-- I, .:0 .! i I : 'J:i !; , . p ..,i, Y"xl " C I 1111Wse I I .I,.iHI r� �. .374, ,:_:,,i z-'",' 4117,.1.1. , (7) ,i Ilei ,r J, ` ! 40.,; ta'T ,,r,,,_.., , _ /V i .l i I: �, y-P,y F 1� , THE INSPECTED WORK ❑✓ MET 0 DID NOT MEET THE REQUIREMENTS OF THE PROJECT APPROVED DOCUMENTS. MATERIAL SAMPLING ❑✓ WAS ❑ WAS NOT PERFORMED IN ACCORDANCE WITH APPROVED DOCUMENTS. Non-compliances: 'all ICC8393269 - LaCity Lic# P016648 ,,i !eofecialInsector \ Certificate Number e Geo-AdvantecInc 457 West Allen Ave.,Ste. T:(909)305-0400 9 . 113 San Dimas,CA.91773 F:(909)907-0704 GEOTECHNICAL DAILY INSPECTION AND TESTING REPORT Job No.: Dater Day: 19-116.1 2-19-20 Wednesday Job Name City of Arcadia Eisenhower Park DSA File No. DSA App.No.: Permit No.: Job Address:601 N 2nd Ave.: : - City:Arcadia Zip Code: Weather:Sunny. Temperature:61. Type Of Work:Compaction Testing Geotechnical Personnel:David Horiguchi Nuclear Gauge -Troxler: CPN:6/ Sand Cone: Superintendent/IOR:Dave Jensen Model:MC3. - Serial No.:30810 . Contractor Byron Davies On site as requested to perform compaction testing on parking lot subgrade located at thenorth side of property. Prior to my arrival,contractor graded and compacted Subgrade material in preparation for CMB placement.:Multiple tests were performed at. various locations of work area.All test results met or exceededthe required relative compaction of 95%or greater as per esign.. • • Test Elevation Wet Density Moisture Dry Density Compaction Required Test Method Test Location Pass/Fail Lab# No.. . Depth (pcf) %. - (pcf) % Compaction . &Depth. 1 See attached plans, SG 131.5 6.1 _ 123:9: 96 95% Nuke:8" : Pass 4 2 See attached plans SG '. 134.1 .: 6:9 125.4. • 97 95% Nuke:8" Pass .: : 4 3 : - see attached plans. SG 132.4 7.3 123.4 : 95 95% Nuke:8" Pass 4 4 • See attached plans, _ SG 133.2' 7.1 124:4: 96 95% Nuke:8" Pass 4 • • Lab Soil Description Soil Type Max Density OPT.Moisture(%) 4 Dark Brown Silty Sand . SM 129.4 . 6.2.: Continued On Next Page:1,/ 'Page: Of: Lunch: No I'Hr WORK V WAS WAS NOT INSPECTED ✓ TESTED IN ACCORDANCE WITH Time In Time Out RT Mileage Reg.Hours: O.T Hours THE REQUIREMENTS OF THE DSA/PROJECT APPROVED DOCUMENTS. 7:00am 8:30am , ';4 . THE INSPECTED/TESTED WORK-'✓ MET DID NOT MEET THE REQUIREMENTS OF THE DSA/PROJECT t_� APPROVED DOCUMENTS. 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L Owner Name ' 1 J Phone# Address . : : : General Contractor;Byron-Dave's, Inc: 1 Phone# ; (858) 513-7199: Address : : ' .: Fax# . Site Contact ;Dave Jensen Beeper.# ; . Sub-Contractor : Phone# , : :Address . . . 1 .. : . Fax# . Engineering Firm :PTD Inc : Phone# : (909) 985-5787 . r T , l Address l . 1 Fax# 1 . TYPE OF INSPECTION: . ® Reinforced.Concrete ;'D Shotcrete [D Gunite ICI Rebar insp ;D Welding, _ O.Masonry :D Pretress :D Anchor bolts :0 Dowels :D Fireproofing : L.Post-tension ;D Fraiming. : :0 Nail Inspect :0 Grading D Other D Quality Control : : ' ' Mortar. Grout : Mason prism Cylinders Samples : Core Panels . ry To the Building Official . City of Arcadia ' Building Inspector i hereby certify that the following portions of the work at the above address which required Special/Deputy Inspection and for which I was employedto inspect, were inspected by me and comply with the applicable provisions of the Building. Codes and approved drawings. :. arrived onsite the General contractor provided approved structural plans & permits &location of ;inspection. I Performed a reinforcement inspection.& PT inspection of Eisenhower memorial park basketball court per approved structural plans & page PTC . I verified the tendons are 1/2 diameter ASTM A-416 /7 wire strand I counted all tendon and verified elevations & clearances . I verified the reinforcement was placed per plan specifications and the diameter of rebar & lap and the grade type ASTM-A-61.5 grade 40 for#3 and grade 60 for#4 & above . Everything was placed per structural plan specifications & code as per my knowledge . All inspections are based on a minimum of 4 hours,any inspection over 4 hours will be charged as 8 hours.Any inspection extending past noon will be charged as 8 hours.Saturday are billed as time and a half.Sunday are billed as double time. Inspector(Print): Julio C Sandoval License #: 8109854 Type:. : . ICC Inspection Sign: ' C/ ll✓nnil Date: 11722/19 HOURS: Mon Tues ed Thur - - Fri 4 Sat Sun Verified B ; Print& Si n Y � 9 ) ' 457 West Allen Ave:;Ste. T (909)305-0400 Geo-Advantec, Ince 113 San Dimas,CA.91773 F:(909)907-0704 GEOTECHNICAL DAILY INSPECTION AND TESTING.REPORT Job No.: Dater - Day: 19-1161_ 2-21-20 Friday. Job Name:City of Arcadia Eisenhower Park DSA File No.: DSA App.No: Permit No.: . Job Address:601 N 2nd Ave. : • _ • • . • City:Arcadia:' : Zip Code: , : Weather:Sunny Temperature:75:. Type Of Work:Compaction Testing `.- • Geoteetmical Personnel:David Horiguchi Nuclear Gauge-Troxler: CPN:V Sand Cone: Superintendent/IOR:Dave Jensen Model:MC1-Elite . Serial No.:31.132 . . Contractor:Byron Davies On site as requested for observation and compaction testing of AC paving for parking lot located at the north side of property (see attached plans). Upon arrival,a sample of.AC material was collected for labanalysis by:Geo-Advantec Inc. Contractor placed 1/2" PG64=10 Type B Asphalt in one 4"lift.Temperature of material ranged between 320-350:degrees at time of delivery:.. AC was then compacted with one Volvo DD7OHF vibratorysmoothdrum roller, and one hand operated mechanical tamper. Multiple compaction tests were performed at various locations of work area.Test resultsarepending sample:analysis. • • Test Elevation Wet Density Moisture Dry Density Compaction Required Test Method Test Location Pass/Fail Lab# No.. . , . Depth• ,(pcf) %. (pc°• % Compaction . &Depth, 1 See attached plans. AC 143.4 97 95% . Backscatter Pending 2 See attached plans AC 144.2. , 97 95% Backscatter Pending: 3' see attached plans. ' AC . 141-.8. 96 '. 95%. Backscatter Pending 4 See attached plans. AC 142.3 96 95% . Backscatter Pending_ 5 See attached plans AC '. 143:0. 97 95% Backscatter Pending Lab Soil Description Soil Type Max Density ' OPT.Moisture(%) No. 1/2"PG64=1OType B , AC.: : 148.0 . THE WORK ✓ WAS . 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' ':: `+> illa 51 51810. %9• 5 04....'' �, FS + t � 'Q FS ®5/8.40 1 �, FC a: ✓ 520.39 519.40 G 52131 _ 52133 TG \ '+ FL y 1 521.40 r ' FS4.-.1-7,-_- y` a ' TC ae / FG ® TG '+ ' + s ) do ..4:•.:••• •' F-'�u ( �^^ .1 _ 518.63 °':' 510.46 r. FS .r _ _ + �+ r '1`•` '� •'}� 521.33"'`�\\ a-•: I ,ter -� ts.' I i I i :1 F ll----1 ri 1_ ,� q -.4 '1,,' r `vQ��� '- �.: fes' it —, -: ' - 9 I `I 1 , tp'=yam) '� ,j` '" r _1 n £„ ,I • 'S- _- ..<_ r_ ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT EISENHOWER MEMORIAL PARK 601 S. Second Ave Arcadia, CA 91006 Prepared For Byrom-Davey, nc. 13220 Evening Creek Drive South Suite 103 San Diego, California 92128 Prepared By • e--- ENCORP Engineering our Environment 16700 Valley View Avenue,Suite 100,La Mirada,California 90638 (714)523-9811 • Fax(714)523-9810 www.encorp.net July 18, 2019 ENCORP PROJECT NUMBER P19268.B44 : 1 .. .., ; j-\\):,,, / i----)) \ : , ) /-li , , kr- i i , , c, , ` (iii I H 3`, fService, Quality,,lnt�egrity, and;C mmitment ./ -_\ ` �l L TABLE OF CONTENTS I. ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT II. SAMPLE ANALYSIS IIA. SAMPLE ANALYSIS-ASBESTOS IIB. SAMPLE ANALYSIS - LEAD III. CERTIFICATIONS IV. • FIELD INSPECTION DATA V. LIMITATIONS ASBESTOS&LEAD-BASED PAINT INSPECTION REPORT FACILITY: Eisenhower Memorial Park 601 S. Second Ave Arcadia, California 91006 INSPECTION DATE: July 18, 2019 INTRODUCTION Byrom-Davey INC., (referred to hereafter as the Client), retained ENCORP to conduct an asbestos and lead inspection of the Concession Building, Sports Equipment Building, and Park Restroom Building of the Eisenhower Memorial Park located at 601 S. Second Ave, Arcadia, California 91006. The inspection was conducted in order to determine the presence of asbestos and lead in building materials that may be impacted in upcoming renovation/demolition activities at the site. Please note this inspection is limited to those areas which were determined to be.impacted by planned renovations and representatives. This report does not constitute a complete site inspection and thus is limited to the areas of planned building related work as identified by the client. Asbestos is a general term applied to a group of naturally occurring minerals which separate into fibers. This fibrous material (e.g., Amosite, Chrysotile, Crocidolite, Tremolite, Anthophyllite, and Actinolite) are composed of silicates of aluminum, magnesium and other metals which are incombustible and very difficult to destroy or degrade.Asbestos has a tendency to break into a dust of tiny fibers which can float in the air and be inhaled or swallowed.Asbestos inhalation exposure has been shown to increase the risk of.developing lung cancer, mesothelioma (cancer of the lining of the lung and/or abdomen.) and asbestosis (chronic lung disease), as well as other damage to the lungs. Exposure occurs by breathing asbestos fibers produced as a fine dust when asbestos is handled during fabrication, installation or removal. By definition Asbestos Containing Materials (ACM) are any material orproduct which contains 1 percent (1%) or more asbestos. CAUOSI-IA further regulates the content of asbestos in materials or products that contain 1 tenth of a percent (0.1%) or more asbestos for the purpose of worker and occupant protection. Prior to sample collection, ENCORP's representative conducted a visual investigation of the property to identify and'quantify all suspect asbestos containing materials. Upon completion of the visual investigation, building materials were grouped into homogeneous categories and samples were collected from the suspect ACM's previously identified. ENCORP'S Certified Asbestos Consultant (CAC), Mr. Alexander Blankevoort performed the inspection services on July 18,2019 SAMPLING METHODOLOGY—ASBESTOS ENCORP used a modified random sampling protocol to collect the samples of the suspect ACM's. Each of the suspect samples collected for this report were given a unique sample identification number and sealed inside leak proof containers for shipment to the laboratory for analysis. All of the asbestos bulk samples collected during this inspection was analyzed by ENCORP's Environmental Laboratory, La Mirada, California. ENCORP Environmental Laboratory is accredited by NIST/NVLAP for analysis of asbestos fibers in bulk. A copy of the certification is included in the certification section of this report. These samples were analyzed by Polarized Light Microscopy/Dispersion Staining (EPA/600/R- 93/116). This method is designed as an inexpensive screening method to examine bulk samples; it is not an absolute method. Any visible light method (including PLM) is limited by the resolution possible with visible light. Because fibers with a diameter less than one micron will not be seen using PLM, a possibility exists that the asbestos content of materials with low asbestos percentages(such as floor tiles and soils) could actually be higher when analyzed by TEM, SEM, or X-ray diffraction. ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 1 INSPECTION RESULTS—ASBESTOS • SUMMARY OF SUSPECT MATERIALS TESTED Concession Building Sample Building Estimated %and type No. -Component Location Of Material Condition Quantity of Asbestos 1 Roof core shingle 2 roof Roof G 500 sq ft ND 3 . 4 Black penetration o 5 mastic Roof vent pipes,HVAC unit G 2 sq ft 3%Chrysotile 6 7 Roof sealant Roof penetration,and vents,gate G 4 sqft ND 9 white/brown frame 10 • 11 Resilient flooring Announcers roof deck G 100 sq ft ND 12 13 Drywall and joint Interior walls,restroom,storage, D 900 s ft Drywall=ND 15 compound concession q Joint compound=ND Notel: Conditions of materials are identified as follows: Good (G), Damaged(D), or Significantly Damaged(SD). The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of asbestos containing materials are responsible for verifying the location, quantity, degree of difficulty and necessity for removing the identified materials.*Estimate provided for positive asbestos content only. SUMMARY OF SUSPECT MATERIALS TESTED Sports Equipment Storage Building Sample Building Estimated %and type No. Component Location Of Material Condition Quantity of Asbestos • • 16 Roof core shingle 17 roof Roof G 300 sq ft ND 18 19 Black penetration 20 mastic Roof vent pipes,HVAC unit G 2 sq ft ND 21 Notel: Conditions of materials are identified as follows: Good (G), Damaged (D), or Significantly Damaged (SD). The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of asbestos containing materials are responsible for verifying the location, quantity, degree of difficulty and necessity for removing the identified materials.*Estimate provided for positive asbestos content only. SUMMARY OF SUSPECT MATERIALS TESTED Park Restroom&Storage/snack Building • Sample Building Estimated %and type No. Component Location Of Material Condition Quantity of Asbestos 22 23 Rock roof core Roof G 400 sq ft ND _ 24 _ 25 Black penetration o 26 mastic Roof vent pipes,HVAC unit G 4 sq ft 4%Chrysotile 27 Notel: Conditions of materials are identified as follows: Good (G), Damaged (D), or Significantly Damaged(SD). The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of asbestos containing materials are responsible for verifying the location, quantity,degree of difficulty and necessity for removing the identified materials.*Estimate provided for positive asbestos content only. ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 2 DISCUSSIONS AND RECOMMENDATIONS (ASBESTOS) Asbestos containing penetration mastic was found in concession building and restroom park building. The combine quantity of these materials is less than 10 sq ft. The material will require abatement prior to demolition. Asbestos containing materials (ACM) should be removed by a California trained and licensed abatement contractor in accordance with all governing regulations. ENCORP also recommends that a California Certified Asbestos Consultant/Site Surveillance Technician oversee the project to ensure that proper methods are being utilized. Because the materials quantity of the penetration mastic is less than 100 sq ft, a notification to the South Coast Air Quality Management District for abatement procedures is not required. However a copy of this report should remain onsite during removal operations and a confirmation of asbestos removal should be present following the demolition activities in conjunction with the necessary demolition notifications and permits. • • • • ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 3 INSPECTION RESULTS -- LEAD (XRF Analysis) The Niton XRF Spectrum Analyzer was utilized for the analysis of suspect lead-based painted materials. In this method of analysis, the material is exposed to X-Rays or other high-energy radiation (such as gamma rays), which causes lead to emit X-Rays with a characteristic frequency. The intensity of this radiation is measured by the instrument's detector and is then converted into a number that represents the amount of lead in the material per unit area, usually milligrams per square centimeter(mg/cm2). The HUD and OSHA have set a lead level of 1.0 mg/cm2 as being a regulated lead-containing material. Los Angeles County Department of Health Services has set a lead level of 0.7 mg/cm2 as being a regulated lead- containing material. Analytical sensitivity of the of the XRF measurement methodology'reports positive lead- based content results at or above 1.0 mg/cm2, presence of lead content result between 0.1 and 0.9 mg/cm2, and negative results at less than 0.1 mg/cm2. CAL/OSHA considers all lead surface levels to be of concerns. Listed below is a summary of the materials sampled.Materials found positive for lead-based paint using XRF analyses at these buildings have been placed in bold font, along with the location and estimated quantity. A complete listing of all components tested can be found in Section IIB of this report. .0ompo enth alti? 0:132Max .II2(02) I .. WALL WOOD WHITE CONCESSION BLDG ROOF Negative 0 WALL WOOD WHITE CONCESSION BLDG ROOF Negative 0 WALL WOOD WHITE CONCESSION BLDG ROOF Negative 0 WALL WOOD WHITE CONCESSION BLDG ROOF Negative 0 BENCH WOOD WHITE CONCESSION BLDG ROOF Negative 0 BENCH WOOD WHITE CONCESSION BLDG ROOF Negative 0 TRIM WOOD BLUE CONCESSION BLDG ROOF Negative 0 TRIM WOOD BLUE CONCESSION BLDG ROOF Negative 0 SHADE FRAME WOOD BLACK CONCESSION BLDG ROOF Negative 0.02 SHADE FRAME WOOD BLACK CONCESSION BLDG ROOF Negative 0 ROOF WLKWAY FENCE WOOD BLACK CONCESSION BLDG ROOF Negative 0.01 ROOF WLKWAY STEP FRAME WOOD BLACK CONCESSION BLDG ROOF Negative 0 ROOF VENT WOOD BROWN CONCESSION BLDG ROOF Negative 0.02 ROOF VENT HOOD WOOD BROWN CONCESSION BLDG ROOF Negative 0 HVAC WOOD BROWN CONCESSION BLDG ROOF Negative 0 HVAC WOOD GREY CONCESSION BLDG ROOF Negative 0 HATCH DOOR WOOD GREY CONCESSION BLDG ROOF Negative 0 WALL CONCRETE A WHITE CONCESSION BLDG EXT Negative 0 WALL CONCRETE B WHITE CONCESSION BLDG EXT Negative 0 WALL CONCRETE B WHITE CONCESSION BLDG EXT Negative 0 WALL CONCRETE C WHITE CONCESSION BLDG EXT Negative 0 WALL CONCRETE D WHITE CONCESSION BLDG EXT Negative 0 FASCIA WOOD BLUE CONCESSION BLDG EXT Negative 0.02 FASCIA WOOD BLUE CONCESSION BLDG EXT Negative 0 FASCIA EDGE PLATE METAL BLUE CONCESSION BLDG EXT Negative 0 FASCIA EDGE PLATE METAL BLUE CONCESSION BLDG EXT Negative 0 OVERHANG CEILING WOOD WHITE CONCESSION BLDG EXT Negative 0 DOOR WOOD BLUE CONCESSION BLDG EXT Negative 0 DOOR METAL BLUE CONCESSION BLDG EXT Negative 0.1 ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 4 • DOOR FRAME METAL BLUE CONCESSION BLDG EXT Negative 0 DOOR FRAME METAL BLUE CONCESSION BLDG EXT Negative 0 SECURITY DOOR METAL BLACK CONCESSION BLDG EXT Negative 0 SECURITY DOOR METAL BLACK CONCESSION BLDG EXT Negative 0 CAUTIN STIPES CONCRETE YELLOW CONCESSION BLDG EXT Negative 0 COLUMN WOOD BLUE CONCESSION BLDG EXT Negative 0 BEAM WOOD BLUE CONCESSION BLDG EXT Negative 0 BEAM BRACKETS METAL . BLUE CONCESSION BLDG EXT Negative 0 BEAM BRACKETS METAL WHITE CONCESSION BLDG EXT Negative 0 CONCESSION WINDOW PANEL METAL WHITE CONCESSION BLDG EXT Negative 0 CONCESSION WINDOW PANEL METAL WHITE CONCESSION BLDG EXT Negative 0 CONCESSION WINDOW FRAME METAL WHITE CONCESSION BLDG EXT Negative 0 CONCESSION WINDOW FRAME METAL WHITE CONCESSION BLDG EXT Negative 0 WATER BOX CONCRETE GREY CONCESSION BLDG INT Negative 0 WALL CONCRETE BLUE CONCESSION BLDG INT Negative 0 WALL CONCRETE WHITE CONCESSION BLDG INT Negative 0 WALL WOOD WHITE CONCESSION BLDG INT Negative 0 WALL DRYWALL WHITE CONCESSION BLDG INT Negative 0 CABINET DRYWALL BLUE CONCESSION BLDG INT Negative 0 CABINET DRYWALL BLUE CONCESSION BLDG INT Negative 0 CABINET DRYWALL BLUE CONCESSION BLDG INT Negative 0 WALL CONCRETE YELLOW CONCESSION BLDG INT Negative 0 WALL DRYWALL WHITE CONCESSION BLDG INT Negative 0 CEILING DRYWALL WHITE CONCESSION BLDG INT Negative 0 LADDER WOOD WHITE CONCESSION BLDG INT Negative 0 FLOOR CONCRETE GREY CONCESSION BLDG INT Negative 0 FLOOR CONCRETE GREY CONCESSION BLDG EXT Negative 0 Note: The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of lead containing materials are responsible for verifying the location, quantity, degree of difficulty and necessity for removing the identified materials. ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 5 INSPECTION RESULTS -- LEAD (XRF Analysis) Component Subsate Side Color Site Floor Resudt_s P,bC WALL CONCRETE WHITE EUIPMENT STORAGE EXT Negative 0 WALL CONCRETE WHITE EUIPMENT STORAGE EXT Negative 0 WALL CONCRETE WHITE EUIPMENT STORAGE EXT Negative 0 WALL CONCRETE WHITE EUIPMENT STORAGE EXT Negative 0 FASCIA WOOD BLUE EUIPMENT STORAGE EXT Negative 0.01 FASCIA EDGE PLATE METAL BLUE EUIPMENT STORAGE EXT Negative 0 SECURITY GATE METAL BLACK EUIPMENT STORAGE EXT Negative 0 DOOR METAL BLUE EUIPMENT STORAGE EXT Negative 0 DOOR FRAME METAL BLUE EUIPMENT STORAGE EXT Negative 0 DOOR WOOD WHITE EUIPMENT STORAGE INT Negative 0 DOOR METAL WHITE EUIPMENT STORAGE INT Negative 0 Note: The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of lead containing materials are responsible for verifying the location, quantity, degree of difficulty and necessity for removing the identified materials. • ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 6 a , • INSPECTION RESULTS -- LEAD (XRF Analysis) Comp_onen__t Substrate Side MIU Site Inn Results PbC WALL CONCRETE A WHITE RESTROOMS BLDG EXT Negative 0 WALL CONCRETE B WHITE RESTROOMS BLDG EXT Negative 0 WALL CONCRETE C WHITE RESTROOMS BLDG EXT Negative 0 WALL CONCRETE D WHITE RESTROOMS BLDG EXT Negative 0 DOOR WOOD D BROWN RESTROOMS BLDG EXT Negative 0 DOOR FRAME WOOD D BROWN RESTROOMS BLDG EXT Negative 0.23 DOOR FRAME WOOD D BROWN RESTROOMS BLDG EXT Negative 0.27 WINDOW VENT METAL BROWN RESTROOMS BLDG EXT Negative 0 WINDOW VENT METAL BROWN RESTROOMS BLDG EXT Negative 0 DOOR METAL BROWN RESTROOMS BLDG EXT Negative 0 DOOR FRAME METAL BROWN RESTROOMS BLDG EXT Negative 0 CONDUIT BOX METAL WHITE RESTROOMS BLDG EXT Negative 0 CONDUIT METAL WHITE RESTROOMS BLDG EXT . Negative 0 VENDING WINDOW FRAME 15 sq ft METAL WHITE RESTROOMS BLDG EXT Positive 0.8 VENDING WINDOW FRAME 0.8 30 sq ft WOOD WHITE RESTROOMS BLDG EXT Positive 1.4 VENDING WINDOW FRAME WOOD WHITE RESTROOMS BLDG EXT Negative 0.04 VENDING WINDOW PANEL 100 sq ft METAL WHITE RESTROOMS BLDG EXT Positive 1.2 WALL CONCRETE WHITE RESTROOMS BLDG EXT Negative 0.02 WALL CONCRETE WHITE RESTROOMS BLDG EXT Negative 0 WALL CONCRETE WHITE RESTROOMS BLDG EXT Negative 0.01 WALL CONCRETE WHITE RESTROOMS BLDG FIRST Negative 0 OVERHANG CEILING WOOD WHITE RESTROOMS BLDG EXT Negative 0 FASCIA WOOD BROWN RESTROOMS BLDG EXT Negative 0 FASCIA ROOF PLATE WOOD BROWN RESTROOMS BLDG EXT Negative 0 RAINBIRD BOX WOOD GREEN RESTROOMS BLDG EXT Negative 0 CONDUIT BOX WOOD GREY RESTROOMS BLDG EXT Negative 0.03 Note: The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of lead containing materials are responsible for verifying the location, quantity, degree of difficulty and necessity for removing the identified materials. • • ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 7 r ' • DISCUSSIONS AND RECOMMENDATIONS (LEAD) The restroom building concession window panels and frames are identified as lead-based paint containing. Should the building be demolished with the window frames in place, and lead waste profile should be performed by the demolition contractor to determine the proper disposal of the generate waste. The method determines proper disposal of the generate waste to assure compliance with Federal, state and/or local jurisdictions. Los Angeles County Department of Health Services has set a lead level of 0.7 mg/cm2 as being a regulated lead-containing material. ENCORP recommends that a trained, licensed Lead Abatement Contractor perform any renovation/demolition or preparation for demolition activities,which will disturb the lead containing building materials. CAL/OSHA considers all lead surface levels to be of concerns. Minor disturbance to lead-based painted components such as-coring, drilling, sanding or scraping can be performed by a certified trained contractor with a minimum of 8-hour EPA RRP Training. This work classification is used as an adequatealternative for trade work involving electrical, lighting, plumbing, and miscellaneous disturbances were work is likely to disturbed lead containing components. Alternatively, the lead-based painted components can be removed by a licensed lead abatement contractor. Following the abatement of the lead-based components, demolition of the structures can be performed without • restriction in regards to lead-based paint. • • • ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.844 Page 8 CONCLUSION Asbestos containing materials (ACM) and lead-based painted components should be removed by a California trained and licensed abatement contractor in accordance with all governing regulations. ENCORP also recommends that a California Certified Asbestos Consultant/Site Surveillance Technician oversee the project to ensure that proper methods are being utilized. Sampling was limited to only areas and materials indicated as being impacted. ENCORP recommends that all disturbance of lead-containing materials as defined in 8 CCR 1532.1, shall be performed by a state-licensed contractor, using lead-trained workers with certification of training meeting the requirements of 8 CCR 1532.1 and 40 CFR Part 745.82 Lead: Renovation, Repair and Painting Program. Abatement contractor's workforce should be supervised by experienced persons trained, knowledgeable and • qualified in the techniques of lead abatement, handling and disposal of lead-containing and/or lead- contaminated materials, and the subsequent cleaning of contaminated areas. Additional asbestos-containing and lead-based painted materials may be present at this site. Care should be taken when demolishing materials that will open wall cavities or sealed ceiling areas. If any additional known, assumed, or suspected asbestos-containing materials or lead-based painted components are discovered during renovation, remodeling or demolition activities, contact an environmental consultant to determine the proper course of action. • Should you have any questions concerning this report, please contact me at(714)523-9811.Thank you. Respectfully submitted, Alexander Blankevoort Vice President of Operations, ENCORP Certified Asbestos Consultant No. 04-3555 CDPH Lead Inspector/Risk Assessor No. 11092 • • • ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44 Page 9 II. SAMPLE ANALYSIS IIA. SAMPLE ANALYSIS - ASBESTOS Certificate of Analysis PLM Asbestos Identification tel-714-899-8900 free-888-743-0998pilimnr? rf fax-714-899-1188 : Patriotlab.com - `' 10415.Placentia Avenue,Fullerton,CA 91831 Environmental Laboratory Services, Inc. Encorp Report Number: 775897 16700 Valley View Ste 100 Project Number: P19268-B44 La Mirada,CA 90638 Project Name: Eisenhower Memorial Park Project Location: Date Collected: 7/18/2019 Collected By: Alex Blankevoort Date Received: 7/19/2019 Claim Number: Date Analyzed: 7/20/2019 PO Number: Date Reported: 7/20/2019 Number of Samples: 27 Lab/Client ID/Layer Location Material Description Color Composition(%) 775897-001 Concession Bldg Roof Roof Core Shingle Brown 60%Tar 1 20%Synthetic Fibers 20%Minerals Total Asbestos None Detected 775897-002 Concession Bldg Roof Roof Core Shingle Brown 60%Tar 2 15%Glass Fibers 10%Minerals 15%Synthetic Fibers Total Asbestos None Detected 775897-003 Concession Bldg Roof Roof Core Shingle Brown 60%Tar 3 15%Glass Fibers 10%Minerals 15%Synthetic Fibers Total Asbestos None Detected 775897-004 Concession Bldg Roof Penetration Black 97%Tar 4 - Chrysotile 3 % - Total Asbestos 3 % Page 1 of 6 Certificate of Analysis PLM Asbestos Identification tel-714-899-8900 . free-888-743-0998 fax-714-899-1188 Patriotlab.rom 10415.Placentia Avenue,Fullerton,CA 92831 Encorp Report Number: 775897 16700 Valley View Ste 100 Project Number: P19268-B44 La Mirada,CA 90638 Project Name: Eisenhower Memorial Park Project Location: Date Collected: 7/18/2019 Collected By: Alex Blankevoort Date Received: 7/19/2019 Claim Number: Date Analyzed: 7/20/2019 PO Number: Date Reported: 7/20/2019 Number of Samples: 27 Lab/Client ID/Layer Location Material Description Color Composition(%) 775897-007 Concession Bldg Roof Sealant White Brown 100%Non- 7 Penetration Fibrous Material Total Asbestos None Detected 775897-008 Concession Bldg Roof Sealant White Brown 100%Non- 8 Penetration Fibrous Material Total Asbestos None Detected • 775897-009 Concession Bldg Roof Sealant White Brown 100%Non- 9 Penetration Fibrous Material Total Asbestos None Detected 775897-010 Concession Announcer Resiliant Flooring Grey 100%Non- 10 Roof Deck Fibrous Material Total Asbestos None Detected 775897-011 Concession Announcer Resiliant Flooring Grey 100%Non- 11 Roof Deck Fibrous Material Total Asbestos None Detected 775897-012 Concession Announcer Resiliant Flooring Grey 100%Non- 12 Roof Deck Fibrous Material Total Asbestos None Detected Page 2 of.6 Certificate of Analysis PLM Asbestos Identification tel-714-899-8900 free-888-743-0998 fax-714-899-1188 Patriotlab.com 1041 S.Placentia Avenue,Fullerton,CA 92831 Encorp Report Number: 775897 16700 Valley View Ste 100 Project Number: P19268-B44 La Mirada,CA 90638 Project Name: Eisenhower Memorial Park Project Location: • Date Collected: 7/18/2019 Collected By: Alex Blankevoort • Date Received: 7/19/2019 Claim Number: Date Analyzed: 7/20/2019 PO Number: Date Reported: 7/20/2019 Number of Samples: 27 Lab/Client ID/Layer Location Material Description - Color Composition(%) 775897-013A Concession Storage Textured Joint White 96%Carbonate 13 Concession Compound 4%Paint Total Asbestos None Detected 775897-013B Concession Storage Drywall White 88%Sulfate 13 Concession 10%Cellulose 2%Glass Fibers Total Asbestos None Detected - 775897-014A Concession Storage Textured Joint White 96%Carbonate 14 Compound 4%Paint Total Asbestos None Detected 775897-014B Concession Storage Drywall White 88%Sulfate 14 10%Cellulose 2%Glass Fibers Total Asbestos None Detected 775897-015A Concession Storage Textured Joint White 96%Carbonate 15 Compound 4%Paint Total Asbestos None Detected 775897-015B Concession Storage Drywall White 88%Sulfate 15 10%Cellulose 2%Glass Fibers Total Asbestos None Detected • Page 3 of 6 Certificate of Analysis PLM Asbestos Identification tel-714-899-8900 free-888-743-0998 fax-714-899-1188 Patriottab.com 10415.Placentia Avenue,Fullerton,CA 91831 Encorp Report Number: 775897 16700 Valley View Ste 100 Project Number: P19268-B44 La Mirada,CA 90638 Project Name: Eisenhower Memorial Park Project Location: Date Collected: 7/18/2019 Collected By: Alex Blankevoort Date Received: 7/19/2019 Claim Number: Date Analyzed: 7/20/2019 PO Number: Date Reported: 7/20/2019 Number of Samples: 27 Lab/Client ID/Layer Location Material Description Color Composition(%) 775897-016 Equipment Storage Roof Roof Core Shingle Brown 60%Tar 16 15%Glass Fibers 10%Minerals 15%Synthetic Fibers Total Asbestos None Detected 775897-017 Equipment Storage Roof Roof Core Shingle Brown 60%Tar 17 15%Glass Fibers 10%Minerals 15%Synthetic Fibers Total Asbestos None Detected 775897-018 Equipment Storage Roof Roof Core Shingle Brown 60%Tar 18 15%Glass Fibers 10%Minerals 15%Synthetic Fibers Total Asbestos None Detected 775897-019 Equipment Storage Roof Penetration Mastic Black 90%Tar 19 10%Cellulose Total Asbestos None Detected • • Page 4 of 6 Certificate of Analysis PLM Asbestos Identification tel-114-899-8900 free-888-743-0998 fax-714-899-1188 Patriotlab.tom 10415.Placentia Avenue,Fullerton,CA 92831 Encorp Report Number: 775897 16700 Valley View Ste 100 Project Number: P19268-B44 La Mirada,CA 90638 Project Name: Eisenhower Memorial Park Project Location: Date Collected: 7/18/2019 Collected By: Alex Blankevoort Date Received: 7/19/2019 Claim Number: Date Analyzed: 7/20/2019 PO Number: Date Reported: 7/20/2019 Number of Samples: 27 Lab/Client ID/Layer Location Material Description Color Composition(%) 775897-020 Equipment Storage Roof Penetration Mastic Black 90%Tar 20 10%Cellulose Total Asbestos None Detected 775897-021 Equipment Storage Roof Penetration Mastic Black• 90%Tar 21 10%Cellulose Total Asbestos None Detected 775897-022 Restroom Snack Storage Rock Roof Core Black 65%Tar 22 15%Glass Fibers 20%Minerals Total Asbestos None Detected 775897-023 Restroom Snack Storage Rock Roof Core Black 65%Tar 23 15%Glass Fibers 20%Minerals Total Asbestos None Detected • 775897-024 Restroom Snack Storage Rock Roof Core Black 65%Tar 24 15%Glass Fibers • 20%Minerals Total Asbestos None Detected Page 5 of 6 Certificate of Analysis PLM Asbestos Identification tel-714-899-8900 free-888-743-0998 fax-714-899-1188 Patriotlab.com • 10415.Placentia Avenue,Fullerton,CA 92831 Encorp Report Number: 775897 16700 Valley View Ste 100 Project Number: P19268-B44 La Mirada,CA 90638 Project Name: Eisenhower Memorial Park Project Location: Date Collected: 7/18/2019 Collected By: Alex Blankevoort Date Received: 7/19/2019 Claim Number: Date Analyzed: 7/20/2019 PO Number: Date Reported: 7/20/2019 Number of Samples: 27 Lab/Client ID/Layer Location Material Description Color Composition(%) 775897-025 Restroom Snack Storage Penetration Mastic Black 90%Tar 25 10%Cellulose Chrysotile <1 % Total Asbestos < 1% 775897-026 Restroom Snack Storage . Penetration Mastic Black 96%Tar 26 Chrysotile 4 % Total Asbestos 4 % 775897-004 Stopped at First Positive 775897-026 Stopped at First Positive 74: Lyn Terry-Analyst Ian Reyes-Approved By Bulk sample(s)submitted was(were)analyzed in accordance with the procedure outlined in the US Federal Register 40 CFR 763,Subpart F,Appendix A;EPA-600/R-93/116(Method for Determination of Asbestos in Building Materials),and EPA-600/M4-82-020(US EPA Interim Method for the - Determination of Asbestos in Bulk Insulation Samples).Samples were analyzed using Calibrated Visual Estimations(CVES);therefore,results may not be reliable for samples of low asbestos concentration levels.Samples of wall systems containing discrete and separable layers are analyzed separately and reported as composite unless specifically requested by the customer to report analytical results for individual layers.This report applies only to the items tested.Results are representative of the samples submitted and may not represent the entire material from which the samples were collected. "None Detected"means that no asbestos was observed in the sample. "<1%"(less than one percent)means that asbestos was observed in the sample but the concentration is below the quantifiable level of 1%.This report was issued by a NIST/NVLAP(Lab Code 200358-0)and CADOHS-ELAP(Cert.No. 2540)accredited laboratory and may not be reproduced,except in full without the expressed written consent of Patriot Environmental Laboratory Services, Inc.This report may not be used to claim product certification,approval or endorsement by NIST,NVLAP,ELAP or any government agency. Page 6 of 6 • • • _ tui _.. lel 714-899.8900 i; • free-888-743-0999 r.5. 4 ° ' li /�: ' t fax-714-899-7098 „ - s 11 0 E l.' r1;; -,OLFW a Lab Use Only www.patriotiab.tnm ..' '., w Iii , Report Number: '1 50-9 9— 10415.Placentia Avenue,Fullerton,(A 92831 Environmental Laboratory Services, Eric. • • CHAIN OF CUSTODY Client: EA/C4.91eP Project No.: em 2 t e , •3i*L • Contact Person: 4)///44m. 6,0/05 Project Name: fit ��,�,_ ri-,0-A- nGa.ww.paliefeemit trioAddress: /b760VAI 14e-Ai/�e�crurke/cv Project Location: tf►- mrr2i9 I4r CA g063e O Contact Phone: /L/) 5 23- 9a'/J • Sample(s)Collected By; Nix, 43kt1 Letradrrt • Contact Fax: /t{ 523- '/?/O Authorized by: Claim#: PO#: . How do you want your report? (Circle) •Mail Fax Web E-mail: ab an kevoor`fe d\cor P,Afir A Special Instructions: • it Analysis Requested . ' . • •„ail • Turnaround Time business hours/days) 111 RUSH(4 hours) 0 I RUSH (8 hours)❑ I '24 Hr.0.1 48 Nr❑ I 72 Hr ❑ I Other(specify)EI Notes:4HR TAT evadable until 1Phf.Viable fungi samples requfre 5.7 days turnaround minlinum.Bacterial cultures require minimum 30hr TAT, S71.0/CAL-WET and TCLP minimum TAT are 72brs. Asbestos PCM (fiber count) NIOSH 7400A ❑ PLM (bulk asbestos) EPA 800/R-:93/1116 : Point Count 400 0 . CARB 435 D . Point Count 1000 D Gravimetric Reduction '(Grav!metric Reduction Requires Minimum 10hr TAT)D Microbiology .. Fungi • . Non-Viable Air Spore Trap,SOP IV.4.1 m/2m E - Viable(Colony iD&Enumeration) Air ❑ Swab/Bulk❑ Non-Viable Surface Tape Lift/Swab/Bulk,SOP 1V.4.3m/4m 0 • Bacteria (Samples must be received by the laboratory within 24hrs of collection or results may be invalid) • Total Coliform and E.coli-Surfaces,Swabs{and Bulk Solids, Liquids.(non-potable,non wastewater)—Presence /Absence ❑ .Chemistry : Lead by Flame AA- EPA 3050B/7420mod,NIOSH 7082mod: Paint ❑ Air❑ Dust Wipe ❑ Water(non-potable) 0 Soils/Solids ❑ Lead Waste Profile(by Flame AA) . 1:TTLC Total Threshold by EPA 30508 mod ❑ .2:STLC/CAL WET Title 22 CCR Ch11 Article'5 App 2 ❑ 3:TCLP EPA 1311,--,' ❑Note:Please provide at approz.200 grams'(approx,%lb.)of sample for complete profile. Check here to perform all teat necessary for disposal Bolometer Calibration ❑ • pH testing (soils,misc.solids,&liquids)EPA 9045❑ _ Client Sample Date • Description of Sample Start Stop Avg. Total• Total Vol Sample Type Location Sampled 1D yp Sampled (Material type,dimensions,etc) Time Time • • (LPM) Min. .(71'0,°.%) n/� /J • 1 C�'�11e 74 (I i �eeS3/in,stb •geo r� opri (ek'f- a fes'A7 in sle - a 3 • . . 5 / _ '� • .. - 13�c�ee�i�Yrr/7tin • - - 5.-. .j. , J • Relinquished By: (Print)tatty • 6 cw,puipp Signi Date: •7//f/ Time: 3 cep y/ Received By: . (Print).JlVA/1 cf,V� Sign: /• Date: '7. •f'ig Tillie:HY/ f/'j') Relinquished By: (Print) Sign: • Dater 6 666 Tune: Received By: .... (Print) Sign: Date: Time: Method of Shipment l Preservation During Shipment: Condition of Samples: Acceptable: YES /. NO • • Comments:' Note:Patriot's holding time for all samples submitted is 30 days for solid samples,7 days for digests,and immediate for lead in air after analytical results are reported.Unless customer provides written instructions to extend holding time,samples will be disposed of in accordance with local,state and federal laws. • age 1 of • - • . v.8.16.2014 L-Drivel Patriot CoC • tel-114-899-8900 free-888.743.0998 ,w— i; '''' 41# 1,,,,,-.,r. �,'a`. Lab Use Only G tax-114899-7098 az o A Al ' 0 Ai tri f a4 Report Number: c/41 www.patriottab,com R =`` -1 . ee fi r r-• p 1041 S.Placentia Avenue,Fullerton,CA 91831 Environmental Laboratory Services, Inc. • Client Descri tion of Sam le Start Stop Avg. Total Total Vol am le Sample Date Location Sampled p p (Flow x ig p Type Sampled • (Material type,dimensions,etc) Time lime (LPM) Min. Tot.Min) '� vii7/18/I� nc,ss1°" 3td6:� � Clack Pen �+o"N • ,nus-sto., hlds: -(,mob - tQ/r1e foofSEA km+„...„„. • --- 't e [ • (1 ,,,, • Di , .,. to • • . , .,__, . , ..,, .„ - "tow igeFatt• Av./ivrt 1706./7,4 MmimmiNNINIMENEmimimm., IIIIIi�i r .111 • IM Mill / teX-Furetl �. ,�o�n�' ' 13 tO4(n�J/vim s/��u„ �oncxsSlcrti lub. 11 �t�rRlOtJn �-- ,O n o J:SI crf Araae is 1III �� u1omanl s,{0... (-_,r, PWr ' rO)FCx2 51''''131-e- • . [ • 111 le • °1ocic Perl,' wn ryas h'L - 20 • . , 2 Zr r � ,� , , f(x -26DE Cone e OMNI • 23 Z� / > . iiill mum 25 . . 61ack Pe -&v OAK-lb ENE. I✓ Relinquished By: (Print) Ateur>>ndor +66,,L fro Sign: /,/��1 / Date : 7-//6//e, Time: Received By: (Print) Sign: 1,i”- Date: Time: Relinquished By: (Print) Sign: Date: Time: Received By: (Print) Sign: • Date: • Time: Note:Patriots holding time for all samples submitted is 30 days for solid samples,7 days for digests,and Immediate for lead in air after analytical results are reported.Unless customer provides written instructions.to extend holding time,samples will be disposed of in accordance with local,state and federal laws. • v.8.16.2014 Page of . L-Drive/Patriot CoC IIB. SAMPLE ANALYSIS - LEAD • P19268.B44 LEAD-BASED PAINT INSPECTION XRF RESULTS EISENHOWER MEMORIAL PARK • •;.:" ::.. � Sequenc �Com•ohent- na ;' ' •''''agittaitZ f ._Cndition° . Ma�z.. $ Inspector �'. De thRY�3t' • L ^�-PbCErre!' , PbL Err or"(.;Pb iErear'. 6 7/18/20199:55 PAINT 1.85 mg/cm"2 Final TBLOCK Positive 1.08 0.7 1 0.3 1 0.3 0.9 1.9 7 7/18/20199:55 PAINT 2.5 mg/cm^2 Final TBLOCK Positive 1.08 0.7 1 0.2 1 0.2 0.6 1.6 8 7/18/20199:55 PAINT 1.3 mg/cm^2 Final TBLOCK Positive 1.18 0.7 1.1 0.4 1.1 0.4 0.7 2.4 9 7/18/2019 9:56 PAINT 2.16 mg/cm^2 Final TBLOCK Positive 1.03 0.7 0.9 0.2 0.9 0.2 0.5 1.7 10 7/18/2019 10:00 PAINT 1.08 mg/cm^2 Final WALL WOOD CRACKED WHITE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 -0.22 2.4 11 7/18/2019 10:00 PAINT 1.09 mg/cm^2 Final WALL WOOD CRACKED WHITE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 0.15 2.04 12 7/18/2019 10:00 PAINT 1.09 mg/cm^2 Final WALL WOOD CRACKED WHITE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 -0.1 1.98 13 7/18/2019 10:00 PAINT 1.09 mg/cm^2 Final WALL WOOD CRACKED WHITE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 -0.07 2.22 14 7/18/2019 10:01 PAINT 1.09 mg/cm^2 Final BENCH WOOD CRACKED WHITE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 0.11 1.91 15 7/18/2019 10:01 PAINT 1.09 mg/cm 02 Final BENCH WOOD CRACKED WHITE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0• 0.02 0.3 2.01 16 7/18/2019 10:02 PAINT 1.09 mg/cm^2 Final TRIM WOOD CRACKED BLUE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 0.24 1.43 17 7/18/2019 10:02 PAINT 1.09 mg/cm"2 Final TRIM WOOD CRACKED BLUE CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 0.1 1.84 18 7/18/2019 10:03 PAINT 1.09 mg/cm^2 Final SHADE FRAME WOOD CRACKED BLACK CONCESSION BLDG ALEX B. ROOF Negative 1.36 0.7 0.02 0.05 0.02 0.05 -0.8 3.53 19 7/18/201910:03 PAINT 1.09 mg/cm^2 Final SHADE FRAME WOOD CRACKED BLACK CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 -0.59 3.71 20 7/18/2019 10:04 PAINT 1.09 mg/cm^2 Final ROOF WLKWAY FENCE WOOD CRACKED BLACK CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0.01 0.03 0.01 0.03 -0.72 3.41 21 7/18/2019 10:05 PAINT 1.09 mg/cm 02 Final ROOF WLKWAY STEP FRAME WOOD CRACKED BLACK CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 -0.41 1.91 22 7/18/2019 10:05 PAINT 1.09 mg/cm^2 Final ROOF VENT WOOD CRACKED BROWN CONCESSION BLDG ALEX B. ROOF Negative 1.82 0.7 0.02 0.09 0.02 0.09 -0.46 2.4 23 7/18/2019 10:06 PAINT 0.43 mg/cm^2 Final ROOF VENT HOOD WOOD CRACKED BROWN CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 0.24 1.91 24 7/18/2019 10:07 PAINT 1.73 mg/cm^2 Final HVAC WOOD CRACKED BROWN CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 -0.54 2.28 25 7/18/2019 10:07 PAINT 1.09 mg/cm^2 Final HVAC WOOD CRACKED GREY CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.02 0 0.02 -0.81 2.93 26 7/18/2019 10:08 PAINT 1.08 mg/cm^2 Final HATCH DOOR WOOD CRACKED GREY CONCESSION BLDG ALEX B. ROOF Negative 1 0.7 0 0.03 0 0.03 0.02 3.92 27 7/18/2019 10:14 PAINT 6.2 mg/cm^2 Final WALL CONCRETE A INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.24 0.94 28 7/18/2019 10:15 PAINT 3.26 mg/cm"2 Final WALL CONCRETE B INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.12 1.3 29 7/18/2019 10:16 PAINT 3.04 mg/cm"2 Final WALL CONCRETE B INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.27 1.34 30 7/18/2019 10:16 PAINT 4.55 mg/cm^2 Final WALL CONCRETE C INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1.65 0.7 0 0.02 0 0.02 0.1 1.06 31 7/18/2019 10:17 PAINT 3.02 mg/cm^2 Final WALL CONCRETE D INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.45 1.4 32 7/18/2019 10:18 PAINT 0.22 mg/cm"2 Final FASCIA WOOD INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 10 0.7 0.02 0.6 0.02 0.6 1.2 7.5 33 7/18/201910:18 PAINT 1.08 mg/cm^2 Final FASCIA WOOD INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.01 1.65 34 7/18/2019 10:19 PAINT 1.09 mg/cm^2 Final FASCIA EDGE PLATE METAL INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.3 2.49 35 7/18/2019 10:19 PAINT 1.08 mg/cm^2 Final FASCIA EDGE PLATE METAL INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.11 2.25 36 7/18/2019 10:20 PAINT 0.22 mg/cm^2 Final OVERHANG CEILING WOOD INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.06 0 0.06 0.24 5.83 37 7/18/2019 10:21 PAINT 1.09 mg/cm^2 Final DOOR WOOD INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.16 3.51 38 7/18/2019 10:21 PAINT 1.09 mg/cm^2 Final DOOR METAL INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 3.43 0.7 0.1 0.22 0.1 0.22 -0.93 3.1 39 7/18/2019 10:25 PAINT 1.08 mg/cm^2 Final DOOR FRAME METAL INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.6 3.8 40 7/18/2019 10:26 PAINT 1.09 mg/cm^2 Final DOOR FRAME METAL INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.09 3.28 41 7/18/2019 10:26 PAINT 1.08 mg/cm"2 Final SECURITY DOOR METAL INTACT BLACK CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -1.14 3.5 42 7/18/2019 10:27 PAINT 1.08 mg/cm^2 Final SECURITY DOOR METAL INTACT BLACK CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.1 3.58 43 7/18/2019 10:28 PAINT 5.35 mg/cm^2 Final CAUTINSTIPES CONCRETE INTACT YELLOW CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.07 1.08 44 7/18/2019 10:28 PAINT 1.09 mg/cm^2 Final COLUMN WOOD INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 - 0.7 0 0.02 0 0.02 0.5 2.2 45 7/18/2019 10:30 PAINT 1.09 mg/cm^2 Final BEAM WOOD INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.03 0 0.03 0.7 1.8 46 7/18/2019 10:30 PAINT 1.09 mg/cm^2 Final BEAM BRACKETS METAL INTACT BLUE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.66 3.82 47 7/18/2019 10:31 PAINT 1.09 mg/cm"2 Final BEAM BRACKETS METAL • INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.54 3.73 48 7/18/2019 10:32 PAINT 6.29 mg/cm^2 Final CONCESSION WINDOW PANEL METAL INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 2.49 0.7 0 0.96 0.01 0.02 -0.28 0.96 49 7/18/2019 10:32 PAINT 4.25 mg/cm^2 Final CONCESSION WINDOW PANEL METAL INTACT WHITE CONCESSION BLDG- ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.48 1.16 50 7/18/2019 10:34 PAINT 7.94 mg/cm"2 Final CONCESSION WINDOW FRAME METAL INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 2.11 0.7 0 0.86 0.01 0.02 -0.18 0.86 51 7/18/2019 10:34 PAINT 1.09 mg/cm^2 Final CONCESSION WINDOW FRAME METAL INTACT WHITE CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -1.5 3.64 52 7/18/2019 10:36 PAINT 3.05 mg/cm^2 Final WATER BOX CONCRETE INTACT GREY CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 -0.44 1.35 53 7/18/2019 10:36 PAINT 3.59 mg/cm"2 Final WALL CONCRETE INTACT BLUE CONCESSION BLDG ALEX B. INT Negative 1 - 0.7 0 0.02 0 0.02 -0.09 1.27 54 7/18/2019 10:37 PAINT 3.04 mg/cm^2 Final WALL CONCRETE INTACT WHITE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 -0.38 1.34 55 7/18/2019 10:38 PAINT 1.09 mg/cm^2 Final WALL WOOD INTACT WHITE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 -0.67 2.14 ' 56 7/18/2019 10:38 PAINT 1.63 mg/cm"2 Final WALL DRYWALL INTACT WHITE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 -0.4 1.97 57 7/18/2019 10:39 PAINT 1.09 mg/cm^2 Final CABINET DRYWALL INTACT BLUE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 -0.15 2.23 58 7/18/2019 10:39 PAINT 1.09 mg/cm^2 Final CABINET DRYWALL INTACT BLUE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 '0.02 0 0.02 -0.44 2 59 7/18/2019 10:39 PAINT 0.65 mg/cm"2 Final CABINET DRYWALL INTACT BLUE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 -0.04 4.31 60 7/18/2019 10:41 PAINT 3.03 mg/cm^2 Final WALL CONCRETE INTACT YELLOW CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 -0.26 1.4 61 7/18/2019 10:42 PAINT 3.05 mg/cm"2 Final WALL DRYWALL INTACT WHITE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 0.01 0.85 62 7/18/2019 10:42 PAINT 5.12 mg/cm^2 Final CEILING DRYWALL INTACT WHITE CONCESSION BLDG ALEX B. INT Negative1 0.7 0 0.02 0 0.02 0.26 0.48 63 7/18/2019 10:43 PAINT 1.08 mg/cm^2 Final LADDER WOOD INTACT WHITE CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 0.13 1.95 64 7/18/2019 10:45 PAINT 4.99 mg/cm^2 Final FLOOR CONCRETE INTACT GREY CONCESSION BLDG ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 0.08 1.09 65 7/18/2019 10:46 PAINT 4.47 mg/cm^2 Final .FLOOR CONCRETE INTACT GREY CONCESSION BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.04 1.21 66 7/18/2019 11:23 SHUTTER_ 279.36 cps Final 1.13 0 0.21 0 0 0 67 7/18/2019 11:58 PAINT 1.09 mg/cm^2 Final WALL CONCRETE INTACT WHITE • EUIPMENT STORAGE ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.55 2.33 68 7/18/2019 11:59 PAINT 1.09 mg/cm^2 Final WALL CONCRETE INTACT WHITE EUIPMENT STORAGE ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.57 2.07 JULY 18,2019 1 OF 2 P19268.B44 LEAD-BASED PAINT INSPECTION XRF RESULTS ' EISENHOWER MEMORIAL PARK j U73:3 IMEIlltil&Da a01:1133221 E$,b7 Condition Q On 1[2:72 =Da azigatto L'1 LIfiL�l- GM P60 Error Ga =MN 23 =MN 69 7/18/2019 11:59 PAINT 1.09 mg/cm^2 Final WALL CONCRETE INTACT WHITE EUIPMENT STORAGE ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.77 1.75 70 7/18/2019 12:00 PAINT 1.09 mg/cm^2 Final WALL CONCRETE INTACT WHITE EUIPMENT STORAGE ALEX B. EXT , Negative 1.18 0.7 0 0.02 0 0.02 -0.48 3.37 71 7/18/2019 12:00 PAINT 1.08 mg/cm^2 Final FASCIA WOOD INTACT BLUE EUIPMENT STORAGE ALEX B. EXT Negative 2.16 0.7 0.01 0.05 0.01 0.05 -0.27 3.89 72 7/18/201912:00 PAINT 3.03 mg/cm^2 Final FASCIA EDGE PLATE METAL INTACT BLUE EUIPMENT STORAGE ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.47 1.44 73 7/18/2019 12:01 PAINT 3.03 mg/cm"2 Final SECURITY GATE METAL INTACT BLACK EUIPMENT STORAGE ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.37 1.51 74 7/18/201912:03 PAINT 1.09 mg/cm^2 Final DOOR METAL INTACT BLUE EUIPMENT STORAGE ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.15 1.69 75 7/18/2019 12:03 PAINT 1.09 mg/cm^2 Final DOOR FRAME METAL INTACT BLUE EUIPM ENT STORAGE ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.64 2.5 76 7/18/2019 12:04 PAINT 1.09 mg/cm^2 Final DOOR WOOD INTACT WHITE EUIPMENT STORAGE ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 0.29 3.78 77 7/18/2019 12:04 PAINT 1.08 mg/cm"2 Final DOOR METAL INTACT WHITE EUIPMENT STORAGE ALEX B. INT Negative 1 0.7 0 0.02 0 0.02 0.3 4.38 78 7/18/2019 12:12 SHUTTER_ 275.23 cps Final 1.07 0 0.23 0 0 0 79 7/18/2019 12:13 PAINT 2.27 mg/cm"2 Final WALL CONCRETE A FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1.42 0.7 0 0.02 0 0.02 -1.35 2.51 80 7/18/2019 12:13 PAINT 1.09 mg/cm^2 Final WALL CONCRETE B FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.43 3.54 81 7/18/2019 12:14 PAINT 3.37 mg/cm^2 Final WALL CONCRETE C FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 0.4 1.2 82.7/18/2019 12:15 PAINT 3.6 mg/cm"2 Final WALL CONCRETE D FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.05 1.19 83 7/18/2019 12:15 PAINT 1.09 mg/cm^2 Final DOOR WOOD D FAIR BROWN RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.59 2.38 84 7/18/2019 12:16 PAINT 1.09 mg/cm^2 Final DOOR FRAME WOOD D FAIR BROWN RESTROOMS BLDG ALEX B. EXT Negative 2.11 0.7 0.23 0.25 0.23 0.25 -1.22 3.68 85 7/18/2019 12:17 PAINT 1.08 mg/cm^2 Final DOOR FRAME WOOD D FAIR BROWN RESTROOMS BLDG .ALEX B. EXT Negative • 1.35 0.7 0.27 0.21 0.27 0.21 0.7 2.3 86 7/18/2019 12:17 PAINT 1.08 mg/cm"2 Final WINDOW VENT METAL FAIR BROWN RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.21 3.96 87 7/18/2019 12:18 PAINT 1.08 mg/cm^2 Final WINDOW VENT METAL FAIR BROWN RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.07 3.98 88 7/18/2019 12:18 PAINT 1.09 mg/cm^2 Final DOOR METAL FAIR BROWN RESTROOMS BLDG ALEX B. EXT Negative 1.24 0.7 0 0.03 0 0.03 -0.91 3.04 89 7/18/2019 12:19 PAINT 1.08 mg/cm^2 Final DOOR FRAME METAL FAIR BROWN RESTROOMS BLDG ALEX B. EXT • Negative 1 0.7 0 0.02 0 0.02 0.18 3.4 90 7/18/2019 12:20 PAINT 3.71 mg/cm^2 Final CONDUIT BOX METAL FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1.2 0.7 0 0.02 0 0.02 -0.5 1.19 91 7/18/2019 12:21 PAINT 1.09 mg/cm^2 Final CONDUIT METAL FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 • 0.02 0 0.02 -0.47 3.59 92 7/18/2019 12:23 PAINT 8.72 mg/cm^2 Final VENDING WINDOW FRAME METAL FAIR WHITE RESTROOMS BLDG ALEX B. EXT Positive 9.93 0.7 0.8 0.3 0.8 03 0.7 0.6 - 93 7/18/2019 12:25 PAINT 20 mg/cm^2 Final VENDING WINDOW FRAME WOOD FAIR WHITE RESTROOMS BLDG ALEX B. EXT Positive 8.79 0.7 0.8 0.2 0.8 0.2 0.7 0.4 94 7/18/2019 12:26 PAINT 3.26 mg/cm^2 Final VENDING WINDOW FRAME WOOD FAIR WHITE RESTROOMS BLDG ALEX B. EXT Positive 8.99 0.7 1.4 0.6 1.4 0.6 1.3 1.1 95 7/18/2019 12:26 PAINT 1.09 mg/cm^2 Final VENDING WINDOW FRAME WOOD . FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 3.47 0.7 0.04 0.15 0.04 0.15 0.6 2.1 96 7/18/2019 12:27 PAINT 3.37 mg/cm^2 Final VENDING WINDOW PANEL METAL FAIR WHITE RESTROOMS BLDG ALEX B. EXT Positive 10 0.7 1.2 0.6 1.2 0.6 0.5 1.4 97 7/18/2019 12:27 PAINT 4.01 mg/cm"2 Final VENDING WINDOW PANEL METAL FAIR WHITE RESTROOMS BLDG ALEX B. EXT Positive 8.11 0.7 0.7 0.3 0.7 0.3 1.2 1.1 98 7/18/2019 12:35 PAINT 1.09 mg/cm 02 Final WALL CONCRETE FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 2.84 0.7 0.02 0.08 0.02 0.08 -0.31 2.09 99 7/18/2019 12:35 PAINT 0.11 mg/cm^2 Final WALL CONCRETE FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.79 11.66 100 7/18/2019 12:37 PAINT 0.98 mg/cm^2 Final WALL CONCRETE FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0.01 0.04 0.01 0.04 -1.04 5.14 101 7/18/2019 12:37 PAINT 3.35 mg/cm"2 Final WALL CONCRETE FAIR WHITE RESTROOMS BLDG ALEX B. FIRST Negative 1 0.7 0 0.02 0 0.02 -0.15 1.29 102 7/18/2019 12:49 PAINT 1.09 mg/cm"2 Final OVERHANG CEILING WOOD FAIR WHITE RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.11 2.07 __ 103.7/18/201912:49 PAINT 0.87 mg/cm^2 Final FASCIA WOOD FAIR BROWN RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.04 0 0.04 -0.22 2.78 104 7/18/2019 12:50 PAINT 1.09 mg/cm^2 Final FASCIA ROOF PLATE WOOD FAIR BROWN RESTROOMS BLDG ALEX B. EXT Negative • 1 0.7 0 0.02 0 0.02 -0.16 2.65 105 7/18/2019 12:52 PAINT 1.09 mg/cm^2 Final RAINBIRD BOX WOOD FAIR GREEN RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0 0.02 0 0.02 -0.27 3.59 106 7/18/2019 12:52 PAINT 1.09 mg/cm 02 Final CONDUIT BOX WOOD FAIR GREY RESTROOMS BLDG ALEX B. EXT Negative 1 0.7 0.03 0.06 0.03 0.06 0.12 3.82 107 7/18/2019 13:00 SHUTTER_ 279.34 cps Final 1.16 0 0.27 0 0 0 • JULY18,2019 2OF2 III. CERTIFICATIONS 16700 Valley View Avenue Suite 100 La Mirada,California 90638 p:714.523.9811 Engineering our Environment 1:714.523.9810 State'of California, ‘li Division of Ocdupational,Safety,anti Health 11 Certified Asbestos Consultant ,Alexander,E,:,,tifikb op,Q4k, L:I • CertI. 7t,..-1-11":7Miti I ‘ic \ I ' --svgin*Tu - This ca .• •- :• ••••.•'vision of Occupat . :.authorized ) •4 • by Sections ..,4.i:usinaas and ; - "r.- - - - Presstons dodo. • State of California Department of Public Health ' Lead-Related Certificate Expiration Construction 1:10 Data Certifitate . Inspector/Assessor 02/21120 0 • 160, „v. , = er .11 r %IF „la p ps p p .s LAIiipc'mdoltE:Blankev2strt.A1192: 1:1Ip ; www.encorp.net IV. FIELD INSPECTION DATA • • • • • • eiro • (pnCessro, ` Stn rE oar I24(1- vie St0na5E Q S1v(a s� /fir annovioars ovhs AIO 14(41- 6GtC-9 O ()it*.ok senceol 11O (teed 07 I 0 • Obse( of ®O . o 0 bo P DESCRIPTION: Ackles s 4- Lad sic -eK — � � S Forte ENCORP cORP JOB NAME: Sem i-fnu.,� (YlDnrort.r�' eArk Engineering our Environment JOB NUMBER: pt 2 6�. yK 16700 Valley Vlew Ave., Suite 100 La Mirada,CA 90638 DRAWN BY: A 6 DATE: 9 / 1 e / ZO/3 (714)523-9811 FAX(714)523-9810 • • • '6117 TT • uo ►fke2t.6^ suspect' ACM • • • kit@inimmemyt • 0 -1\10 1eod file- A{1+. • kitroi va DESCRIPTION: Asb2s-Ib s tt Lc, S'u Ivey — g-90i 0, .5-fore2cra ''e ENCORP JOB NAME: Engineering our Environment JOB NUMBER: p 26 34N 16700 Valley View Ave., Suite 100 La Mirada,CA 90638 DRAWN BY: 01- ,f5 DATE: 9 / 4 /206 (714)523-9811 FAX(714)523-9810 • • *lead-6a�d PA(;1-1- ;AA i_whoncitstag freArry fi IroOrNns Res-I'Now% lead r5ti be d sr ck �G( QceAnt, sibt-risQ p A Wlnduw ►fie. Ins Ips-V( orr\ . L3 ' lea.d 16s�: . . tt gooc DESCRIPTION: Ashes s ( k6 Scscv 3 iZo�47 ��� �—� ,Sra ENGORP - JOB NAME: esp,1-6tiRr'-' rnR7 n pork Engineering our Environment JOB NUMBER: p 161 Z6 8 16700 Valley View Ave., Suite 100 La Mirada, CA 90638 DRAWN BY: A, 3 DATE: -7 / I / 20I°J (714)523-9811 FAX(714)523-9810 , HOMOGENEOUS MATERIALS INSPECTION FORM Date: 1740/ Job Name: J0 _.4 11C Project# // /92t<8,/3 tI�j Project Address: 60/ SS, !/',yid 41j4 / 0 Inspector(s): '�Y G(y rr.4e__. .. Page: — ) of Z Material Individual Total Qty of Sample Description �/24MFS(/(5/1 8/, /)){dl«('S'-- . Sq Ft Sq Ft Condition Samples #'s Sk, rise - - .3 6-03 6IAck pbw, ,_,. .)►tetc.Axn; -- 1 SCi Pr 3 9,ix, C Pk rfe 2coc - (.).(''(.-}_, s, 143-. _ LI 34. 3 . ,.X 5' • 651141 f-1cOrmj. . A:v1 .4,0 6301- luck100 St= ,.. 3 /L3///, IZ D211,v4.1( t. , -_ Iru-f t w,1,S_(ConcPs_ian S qin ' Fr Ni n or 3 13) /y/1 3014' Co u A---r r.PG v 1b,/9,i( gem." ►mac -- _to'o rr q2v-�s 0 -5esW.1\d!i --- S - .iv- C) '3. lq 20 ZI 1 Hcmagatous\Iltaul Irspecnon Form 10 03.13 HOMOGENEOUS MATERIALS INSPECTION FORM Date: -i/ 8119 job Name: < 1141 u- C:).\Pk _ Project# Pi R 2 8 Jyy Project Address: E,o/ S. 1e cn•,gi 4 ( CAO((a Inspector(s): PkX4- Lt" aBtetnketio -4 Page: 2 of Material Locations Individual Total Condition Qty of Sample Description I Sq Ft Sq Ft Samples #'s PecL act)r ; 5 ?" " nack (kW�' Ins , 2ca0 22 Z3 2 Y ` r. MA-Sk C • — • • • • • • — •• • liamagenaus‘Lneral Insp uwn Fcrm 10 23,11 V. LIMITATIONS 4 1 • • LIMITATIONS Conditions described in this report are as found at the time of investigation, unless otherwise stated. ENCORP analyzed only the substances, conditions, and locations described in this report at the time indicated. No inferences regarding other substances, conditions, location or time can be made unless specifically stated in this report. ENCORP's inspection was limited to accessible materials only for the purpose of this survey. This report is intended for the use listed in the section of this report titled "INTRODUCTION." The use of this report in any manner other than that listed in the Introduction requires the written consent of ENCORP and THE CLIENT. This report must be presented in its entirety. The conclusions and recommendations presented are based on the agreed upon scope of work outlined in this report. ENCORP makes no warranties or guarantees as to the accuracy or completeness of information obtained from information provided or compiled by others. Note that information exists beyond the scope of this investigation. Additional information, which was outside this scope of work, not found, or available to ENCORP at the time of writing this report, may result in a modification of the conclusions and recommendations presented. This report is not a legal opinion. The services performed by ENCORP have been conducted in a manner consistent with a level of care ordinarily exercised by members of our profession currently practicing under similar conditions. No other warranty, expressed or implied, is made. ASBESTOS AND LEAD INSPECTION REPORT EISENHOWER MEMORIAL PARK BYROM-DAVEY INC. ENCORP PROJECT NUMBER P19268.B44