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PW-16-1639 Wit.. PW Cadvon 70&-cfr2 - GY. .9-Y CARLOS HERNANDEZ General Contac% 12171 S.W.131 Avenue Tel.305-232-9024 Miami,Florida 33186 Fax 305-232-8028 chernandez®carivon.com Uc.CGC 046337 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-265843 Permit Number: PW-6-16-1639 Scheduled Inspection Date: December 09,2016 Permit Type: Public Works Inspector. bS� 0,r�► 'C Inspection Type: Final Owner: Work Classification: Public Works Job Address:10351 NE 5 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1122310140320 Contractor: CARIVON CONSTRUCTION COMPANY Phone: (305)232-9024 Building Department Comments DRIVEWAY APPROACHES REMOVE&REPLACEMENT. Infractio Passed Comments REMOVE PORTIONS OF ASPHALT&CONCRETE INSPECTOR COMMENTS False SIDEWALKS Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-265770. CREATED AS REINSPECTION FOR INSP-260882 Need to replace grass on right of way 8-19-16 Failed ❑ need corrections on north driveway, need to replace grass adjacent to work areas. Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 08,2016 For Inspections please call: (305)762-4949 Page 9 of 31 t Miami Shores Village � is k t° 4 � fi �/ Fill q S� 10050 N.E.2nd Avenue NEIt Miami Shores,FL 33138-0000 u , Phone: (305)795-2204 , x '� ttAl �it ► FtORI � x A !$ �� ion: 10104/2016 KWNI Project Address Parcel Number Applicant 10351 NE 5 Avenue 1122310140320 Miami Shores, FL 33138- Block: Lot: SCHOOL BOARD OF MIAMI-DAC Owner Information Address Phone Cell SCHOOL BOARD OF MIAMI-DADE 1450 NE 2 AVE -- — MIAMI FL 33132-1308 Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 CARIVON CONSTRUCTION COMPANI (305)232-9024 (786)412-6458 m... _._... • _. _ Total Sci Feet: 993 Scanning:6 Available Inspections: Inspection Type: Final Excavation Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# PW-6-16-60171 $2.00 DCA Fee $2.00 07/06/2016 Check#:28212 $150.20 $0.00 � Education Surcharge $0.40 i` Permit Fee $125.00 Scanning Fee $18.00 Technology Fee $1.60 Total: $150.20 In consideration of the issuance to me of this permit, I agree perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict co ity with the plans,drawl statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ass resp risibility for all work d by either myse agent, servants, or employes I understand that separate permits are required for ELECTRIC PLUM G,MECHANICAL, I OWS,DOORS OOF NG and SWIMMING POOL work. OWNERS AFFID IT: rtify that al foregoi i ormailo,n is ac rate a that all work will be done in compliance with all applicable laws regulating construction a ermor , uthorize t ove-naimbd c tracto o do the work stated. July 06, 2016 Auth6rized Signature:Owner / pplican / C ntractor / Agent bate Building Department Copy July 06,2016 1 Miami Shores Village r� ® BuildingDepartment p JUN 1;3 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 19�__ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 5 BUILDING Master Permit No. �P Uj 33 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL OPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10351 NE 5th Avenue City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: r,7FFE: OWNER:Name(Fee Simple Titleholder):The School Board of Miami Dade County Phone#: 3®�!/S—lo 0 0 Address:1450 NE 2nd Avenue City: Miami state: Florida Zip: 33132 Tenant/Lessee Name: Phone#:3au �`C ®0 0 Email: CONTRACTOR:Company Name: Cariyon Construction Company Phone#: (305)232-9024 Address: 12171 SW 131 Avenue 6—CU*_ 7e6-q12 -6 City: Miami State: Florida Zip: 33186 Qualifier Name: Carlos Hernandez Phone#: (305)232-9024 State Certification or Registration#: CGC046337 Certificate of Competency#: General Contractor DESIGNER:Architect/Engineer: Ferguson Glasgow Schuster Sot, Inc. Phone#: (305)443-7758 Address:901 Ponce De Leon Blvd. Suite# 304 city. Coral Gables State: FL Zip: 33134 Value of Work for this Permit: 0v0' ® V 9'quare/Linear Footage of Work: 15,000 Square Feet Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Site Work D i vcw4y "Iseo,1Cl4es, AegA®v4p_ "6m&1,,' 1K Specify color of color thru tile: 12C. W Submittal Fee$ Permit Fee$ 17 CCF$ ' _CO/CC$ Scanning Fee$ W-00 1�-0 0 Radon Fee$ ,'1'� DBPR$�rf�2- Notary$ k Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 0-11 (Revised02/24/2014) V -15 o . a Bonding Company's Name(if applicable) Berkley Insurance Company Bonding company's Address 255 South Orange Avenue, Suite # 1515 city Orlando State Florida Zip 32801 Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such osted notice, inspection will not be approved and a reinspection fee will be charged. c _ Signatur Signature bANER or AGENT CONTRACTOR The foregoing instrument ares acknowledged befor s The foregoing instrume t was acknowledged b fore me this day of 20 �P by day of �'- e 20 / by P-4 r- LAV4-02541, is perms allykn®to Carlos Hernandez who is personally known to me or who has produced as me or who has produced FL Drivers License as identification and who did take an oath. identification and who did take an oath. NOTARY PUB IC: NOTARY PUBLIC- Sign: UBLIC:SignSign: Print. C'C s�vi �seso�� • Print: Li is Matute Seal: REINA N. GARNER Seal: �, �, ►pw"•soditma +ter PW* of =N, ar cam+. �', q!ComnR8 .18. 17 Comml��t 1 ���•�ii�aaa Bonded Thro h IY - - - -. w ****ixww**x� **w* * x��x Abu ArNwr J.Ga APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY _ STATE.OF FLORIDA. DEPARTMENT OF BUSINESS AND.PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC046" d RA Nam be oS OIN RACTQR . IED Under the provisions o(Chapter 489 FS. Expiration date: AUG 31,2016 HERNANDEZ,CARLOS CARIVSON CW 1 ONSTRUGTIONaCOMPANY AVE MIAMI FL 33'1$6 a Q f ISSUED: 06/0912014 DISPLAY AS REQUIRED BY LAW SE4# L1406090000947 000881 Local Business Tax Receipt Miami--Dade.,I County, Spate of Florida 4"lio t3 NOTA BILL - DO NOT PAY 000410110S"ME&OCATION RECEIPT NO. EXPIRES CAP1voN CONMucnoN COMPANY RENIS WAt. SEPTEMBER 30, 2016 12171 SW 131 AVE 2498418 Must be displayed at place of.business MIAMI FL 33186Pursuant to County Cods Chapter 8A—.Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED CARIVCIN CONSTRUCTION COMPANY 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 2 CGC046337 $75.00 07/22/2015 CHECK21-15-102780 This Local Business Tax.Receipt only confirms paymeatof the Local Business Tax.The Receipt Is not a license, p000k or certification'of the holdor's qualifications,to do business.Holder must comply with any governmental or naagotentmental regulatory laws and requirements which apply to the business; The'RktHPT NO.above must he disp!eyed on all commercial vehicles—Mlami-Dade We Sec.Ba-276. For.more information,visesuuwm.miamidada.govitexcailaator CARIV-2 OP ID:$D ` AIi�QRU~ DATE(MWDVIYYYY) lrrr'r CERTIFICATE OF LIABILITY INSURANCE 0611012016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the pollcy((es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAMEKahn-Carlin&Company,Inc. PHONE_._... _-_...---..._..._.................................— FAX 3350 S.Dixie Highway 305-446-2271 jAIc,No,305448-3127 Miami,FL 33133-8884 EMAIL ADDRESS:processing@kahn-carlin.com INSURER(S)AFFORDING COVERAGE NAIC p INSURER A:ColonyInsurance Co 39993 INSURED Carivon Construction Company INSURER a:Brid efield Employers Ins Co � 10701 12171 Miami,FL 33186 131 Avenue MiamiINsuRERc:L1nderWriters at Llo ds,London 85202 , INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPE OF INSURANCE imsh wyn POLICY NUMBER MMIDONYYY MMIDD _ LIM" A X COMMERCIAL GENERAL LIABILITY 1 EACH OCCURRENCE $ 11000,00 CLAIMS-MADE OCCUR 1143GL0405416.44 0713012015 07/30/2415;PREMAOE TO RENTED MISES Eaocolarence $ 100,000 MED EXP(Any one person) $ 5.000 X PER PROJ AGG$4M I PERSONAL&ADV INJURY $ 1,000,04 GENT.AGGREGATE LIMIT APPLIES PER: II GENERAL AGGREGATE $ 2,000,00 POLICY j R LOC j PRODUCTS-COMPIOP AGG $ M,— 2,000,00 OTHER: i $ — AUTOMOBILE LIABI.ITr COMBINED a SINGLE T $ ANY AUTO BODILY INJURY(Per person) $ AALL UTO OWNED SCUTES EDULED BODILY INJURY(Per aWdent) $ NON-OWNEDPROPVATY DAMAGE $ HIREDAUTOS AUTOS Peracddarri S UMBRELLAtIABOCCUR EACH OCCURRENCE $ -, EXCESS LIAB I CLAIMS-MADE AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION AND EMPLOYERS'LIAMUTY X STATUTE ER _ __ B ANY PROPRIETORIPARTNERIEXECU TIVE YIN N 83051419 07130/2015 0713012016 E.L EACH ACCIDENT $ 11000,04 OFFICENVEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE' S 1,044,00 It yyeass daset>beunder #` QESGIRIPTION OF OPERATIONS balms ] E.L.DISEASE-POLICY LIMIT $ 1,000,00 C Professioanl Liab AE162118 0410217.016 04102*01711-imits 500;00 Claims Made RETRO DATE:04102/2014 Retention 15,00 f DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101;Additional Remarks Schedule,may be attached it more space Is required) General Contractor License IN CGC 046337 CERTIFICATE HOLDER CANCELLATION MIAM-03 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 d 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD � � i DRAINAGE CALCULATIONS , ,z REPORT May 27, 2016 q MIAMI SHORES ELEMENTARY erg SCHOOL W. 10351 N . E. 5 AVE. fMIAMI SHORES, FL 33135 4. 'ir�1 W'k�'aii ,tc� e 9®11888111/ x .tv urz( `?:,` s.,k^' 4 i•,. ®® 0 NS4560J F•. so® ,� .hex � � �:•� o cr- r m G( ® CS T� IM ^e ••yippw .. ..•..• -g19i;cio �rr�.lta r.+ ac •Enginser No. 4$609 Fr - :State of•Fhortda o-� k • • • o. i c NIGH mm 4✓ i WINE'�� -.+ w, 5001 SW 74TH COURT, SUITE 201, MIAMI, FLORIDA 33155 TEL: 305-662-8887 FAX: 305-662-8858 WWW.SRS-CORP.COM EB-00007317 51301 SW 74TH ii SUITE 201,MIAMI,FL13RIDA 33.155` ' TEL 31135-662-11FAX:305-662-5665 WWW.SRS-CORP.11i E.B•13001CI7317 5/27/2016 Drainaae Calculations Project Information The proposed project is to make improvements at Miami Shores Elementary School located at 10351 N.E. 5t" Avenue, Miami Shores, Florida 33135 in Section 31, Township 52S, Range 42E. The drainage system consists of two drainage basin to collect surface runoff. Pollution control baffles shall be installed within a nasedmen e itunofffrom the basin ' exfiltration trench to control pollution tributary areas. Drainage Basins; The project drainage area consists of two drainage basin. Basin 1: Total Area = 24,830 S.F. = 0.57 AC. Impervious Area = 18,730 S.F. = 0.43 AC. Pervious Area = 6,100 S.F. = 0.14 AC. Basin 2: Total Area = 13,068 S.F. = 0.30 AC. Impervious Area = 6,970 S.F. = 0.16 AC. Pervious Area = 6,098 S.F. = 0.14 AC. ••.. . 000. 0000.0 .. . 000 0 . 0 0 0000.. 0 0000.. ..0 . 000.. Data used to run s.F.W.M.D. trench equation pro4ram: :0••�• :0.0% 00000 60.06 .0000 -. Design Storm Intensity Frequency per Miami-Dade County�;.t-yeaso 00 00000• 0 .....- Design ground water level per Miami-Dade County W.C.o2.L tOct;I•;;�2.20••••%• - . . 0000... N.G.V.D. 00 0 .-.. .0 0 Design Flood Criteria per Miami-Dade County = 5.00 N.G.V.D. FEMA Federal Flood Zone base flood elevation = N/A (ZONE X) • Page 1 of 2 Design Hydraulic Conductivity Factor (k): See attached Percolation Tests Map provided by Nutting Engineers of Florida Inc. showing results for various percolations tests conducted. Design hydraulic conductivity factor (k): BASIN 1 P- 1 = 1.83 x 10-4 cfs/sq.ft.-ft. head. BASIN 2 P- 2 = 2.27 x 10-4 cfs/sq.ft.-ft. head. (See attached area map showing percolation tests results) Results from Drainage Program (S.F.W.M.D. Trench Equation) Basin Al Continuous to Basin 1: The total exfiltration trench length required = 94 L.F. Total exfiltration trench length provided = 100 L.F. OK. Basin A2 Continuous to Basin 2: The total exfiltration trench length required = 38 L.F. Total exfiltration trench length provided = 40 L.F. OK. Conclusion: •••••• A minimum of 94 L.F. of exfiltration trench is required to• .UEces9funy: drain..:. Basin 1 with a safety factor of 2, and a total of 100 L.F. df'MfiltratioM trenCb...: is being provided to effectively draining the basin area. ...... . . ..... A minimum of 38 L.F. of exfiltration trench is required tp suces�fuily drain ...... Basin 2 with a safety factor of 2, and a total of 40 L.F. of extiltratBPrtren�h .•0 ... . . .. is being provided to effectively draining the basin ... . r 1603-Drainage Calc-Report.doc Page 2 of 27M 9ROWARD COUNTY rANA&Iff C. ar oc 4� AfYSfACO GMAC 'sow — i g e V f 4 � 4 W r K t � to I s i • Q Project Site Q W N � a J K E N N O } �r r w n tri Iy4, f• V w i z H 1� CK • • EVERGLADES .� • : •••• ••••• ��- • • NATIONAL w m •• • 0000•• •• PARK •• •• •• • 0000• �1 T •• •0 • er• 0000 • •0000• 0000 • 0000• • 0000• • • 0000• •• •• •• •• 0000• • 0000•• • • • • • • • • • • 0000• -• 0000•• • • • •00•• •• • 0000 • • • • METROPOLITAN REVISED GENERAL DETAIL G DADE COUNTY APPROVED BASE MAP PUBLIC WORKS 6/24/77 OF DADE COUNTY 7,3 DEPARTMENT (USE WITH OVERLAYS 1 8 2) SHEET lUF1 MIAMI SHORES ELEMENTARY CDMBULTINO 91301 SW 74-tm COURT,BUTTE 281,MIAMI,FLORIDA 33195 SCHOOL TEL:3OS-r.G2-8887 FAXi 389.662=®898 EB-0000731T 10351 NE 5th AVE. ° ■ �r Miami Shores, Florida NE,lsdtst �; NE 114th S NE1141h S1 NE 113th St NE 1,3th M w12[hS NE112th St Vb ��e N€111th St NE111th St a � NE111" St Project Site1551 r NE loath at tdientt r Dn Sdvs d'� NC 1fD7_ch St � e Leman NEtolntsl � a e St. 51 T f`t NEloftst t06thSt NE lom$l `• �� �� ° Mienu 9lfate0 .,,mrc+c-A NE1114115t -Ek1112 i1ary SdWd NE IMdSt �-NE lVarttai--' m z � mZi [IAiatrtt Shores � N i. c -CWN&Y Cub a NE1011WS AA NamiWsc Shores . Reararian CmnlNer � ••• � •• • 9999 GI NEslthSt 9999•• ••. � ••�'.' i• • 9999.• • • • NC 961h 5i •• •• 0000 --..-. - -- • 9099 • 0610• 9999•• • • 9999• •• •• 0406 9999•• • 9009.• • • 999.9• • • • •9009• MIAMI SHORES ELEMENTARY Co"GULT'" SOD1 SIN 74tM CURT SHITE 201.MIAMI,FLORIDA 33155 C•/�lJ®®L Etd©ItYf ARB TEL:3D9B62-9087 FAXI MUS-682-®8S® EWC10UM7317 .71�f7 103!51. NE Sth AVE. �� Miami Shores, Florida Wo 110 — 7i11�7Lr }II - nl;elilt�15i1 11AiN� AM mom l - ■I■1 ■ i� I% 'ISA ' ■■ III•�i '-ems .�.uK ICA b'c7N v 1� r ■ ( :n� �■� ' � i� 111 nr ^njY%rf 11 lot /SINiI�G>ti. iiur�b l III �y3i■■ ii , _ �z �n :���>�t'���!1�'�i■■■!�■©_..._511431—�?■��•ia=: \l�C,+I�iF\' /■Fieri ■■■�■I��I r !�IZ�� �7■�i����l��1f�r _ _ l 11111 ,IRT ©UNN::jj ■i�� ��,� ���:��rii�/���� ,bra 310 � M..■101 Ll MINN.IN, m ■r,�' � 1 11vl����r MdMOM ' ■■�ID� F�■■■�it<1�:15�9�If. '—ME son 0 Ire, ■A■■■r�■■cl.►�[��iy�ly I�o1li��ir 1 ILpIll— DESIGN _- STANDARD GROUND-WATERPUBLIC WORKS 2/19, 75 SHORESDLPARTMLNT 4/5/72 4/14/ 77 1960-75 MIAMI Saw 9W�. - - FLORIDAvm COURT. E 201, 331 sr. SCHOOL ES-001107317 4R - - CdaINCLRINO,INu. - 44' 10351 Www.sas-co SREOM Miami Shores, Florida • ,� ip MIN RE 641 won MIN DESIGN STANDARD MIAMI—DADE COUNTY , APPPIOWED REVISED AVERAGE OCTOBER PUBLIC WORKS ����► \.�� r�/������f�T++��,.�� � _„ick' V i 4/5/72 2/19/ 75 GROUND-WATER LEVEL DEPARTVENT 4/14/ 1960-75 MIAMI SHORES ELEMENTARY AG 500 1 _ _-W 74'tm COURT. - SCHOOL WI _ L 87 FAX*.3O5-G&Z,88S8 ED-00007317 NO 351 • INIyry.l��.1.yRR�R.., . Y1YSrs-n nn.nn" 10 N, _ Miami Florida , .' ' �. 1 M + _--• •• MlAMt a- AH RAU 04V 6.5- __ l► it s n „�y .�-LL .■ .` ,,,,� i2 i QYAOGKR a 6 i aO-. _ _ tt ••' '•.9AxCR5 6 RIPS NYANI j ' r z■ so dose •i s� IY•S '''� +AAltM •; ]A is as ■ •i~tRCCK SVNe" , ' YlttA I f S 11- Ile . s a �fj, e c,' I a•� • s z .. ul. • p i •P,•,•r dL rAt O Z• 1 ~~�•� t-Lr L n,® 5.00 - ov •• • II • • - -- t -S3_42. . • • • ••••• • • • • • •••••• DADE COUNTY DEPARTMENT OF DESIGN STANDARD We ENVIRONMENTAL RESOURCES MANAGEMENT, MIAMI-DADE FLOOD 120-132 WATER MANAGEMENT DIVISION CRITERIA MAP SHEET 2 OF 5 MIAMI SHORES ELEMENTARY C13M9ULTINO 9001 8!Y 741cM COURT.SUITE 00 1,MIAMI,FLORIDA 33159 C/,!J®®L ► t=NLi1NEHF3'3 TEL:3OS,GQ2,8B87 FAX:805S662•8898 EB•'OD®E37317 SCH • 10351 NE 5th AVE. Miami Shores, Florida .: . tti■.1, .' 'dill"`lltl������� ��m� : . 111SWINVI11C1►;!ti►[1h"Mon1'©"�""�����' .�■� ��II11111illi►�1I1�11i�1; 11 ME 1► �r1 �. . 11 ill. iI I11 11111.1illIf,I �aIiA,;►Illt►1,1181�►'mfil►1���i��������������� � 1111MIN' '`.`' i'11�11i1111�1� l1111111111�Il1��i�IL�1►�,��, , , - �Illl111�1�11��t�lsl�t����<<�!hl���t11��111#111111!1 Illlillllll�`�Il�t�l�1�1'►!����1►�1�1111111111111 �Illltlllll��1111111�i�i1111� 1��►��111111111111 :11111Illlll,�111111��������1��'11�11, 1i11111 ■�lllflllll���if�Ilfllll�tiiltl��1�1►111t�'t���llll �11111IIIII��111�1111111�►�t1�Iil�l►t►111�!tl�t>>IIII . �11111�11lI� 111�1111111�11t11�t111 'I��t�11��E���11 IIIIIII�IfI�llllllllllllll�11�1►~h►ll►�hl�����!h li 1114 METROPOLITAND • -D REVISED DAD • APPROVED INTENSITIES _ _. WORKS1/15174 RAINFALL PUBLIC DEPARTMENT 3/10181 MIAMI — MIAMI SHORES ELEMENTARY n� .. I E S1301 SW 741m C• - _SUITC 20:1,MIAMI,FLURlu a. h 3OS-f,132-8807 FAX]305,602-0858 ES-13013E17317SCHOOL Ct31FiCC AIFi O,Ili C. 10351 Sth •, - MiamiShores, Florida 7tip 'R�4-��i-�l 1.2ST UW asTM ST aI4 u L�y � � � � �i z -'a � 0 es z 'zo ZONE W lo3sl -►_. w -- � �� NE 103RD ST >: Aa r rpt'_. -� S f a' v41R, JD - � ��p 44tgR t DS c 3r -� �� �� �• •••••• kIV _ A y ., 3 17C -L1C •••� ar �� •• 67TH ST �'� r�^ ' •.•• �• 2, ••••i• �- wr i •••••• a ¢. 0000* �L.._ '�r { S �- �.+ ��-� .� .y •��• • �� • • ST 'S Park _... NW 88RU - i�r• • i ••i••• STS _ F • • L, Le9lad • • • a ••••• • • • • V Visible aasparipm •••.•• • A.AE.AN VE OPEN MRTER 0.2 PCT ANNUAL CHANCE FLOOD HAZARD J D,X MIAMI SHORES ELEMENTARY BBN ULTIN® SOOI SW 1i8T14 OOWRT.81,101t ZO'1,MIAMI,FLORIDA 331 SS SCHOOL Ew®�NEEWB TELT 305.807.8887 FAX.308-662=8898 CO.00007317 10351 NE 5t" AVE. Miami Shores, Florida o3W� uNOH� � M3 WJUO q I I I I � ���� yJI I /�R� gg ®- an - - ----------------------------------------------------- ---------------------------- Co.) ----------- - -- - - -- - m R =-------------------- ------- - -- -- - ----------------------- --------------- - - -------- -------------- ---------- - ( u per' -------- ------------- ------------------------------------- -- ------I- N S-1 BASIN AREA '2' _; s-i _ _ _ ;BASIN AREA"1' _ _ -� // �, r ■ ----------- 1-------- r I / M � � r';'� i I ■ I I I I � /I \� I ■ I I I ,- r a� M S-4 1 r--- - - - - — r �OLu --------------- --- -- --- - ---- a' 0 -'-c--- ___..--.-. _.._... ... Y ❑ ■-■b■■!-■"■■- ■■■®■e■®ee■■1■e■ �GeeeCeeeeoe ®ems M T �.� u ❑ I p I I I N c� ►'/ p p O U �F+ j) ❑ • ^ �®❑mug©oDDp©❑©©©©©D®813"Eno � � ■■■■■■■■■■■ � I L • c Ld CL C Z 0000 0000 ••• c� • • 0900 000000 •••906 0000 • • • • ••• 09009e •9 • ••0!f • • •90• • •• •• • ••• • • • • • • • • • • • • ••000• •• • •0000• 000!0• • •• •0000• 00!0!0 •• 0 • • •0990• • 1 • • • • •••9f• 0000•• • •0009• 00!!00 LEGEND:� • • 99009• •0.0•• • i • • 0000 0000 • •0.0• 0000• • 0000 •0•• • • • • • �......: TOTAL BASIN Al AFEA-O.67 Am •••••• • •••9•• • • •9••• •e•9• • • 000!0• •• •• •• 09 ••0.9• ••••0• •• •• •• !• •• •• •• • • • ••!••e o TOTAL BASIN A2 AREA-0.30 Ac. •••.•• • • • • • •••9•• 0000•• • • • • • • • :60400 0 0 0 0•• ® CONST.IT EXRLTRATION DRAIN • • :••• • • • • • • • • • • • • •••99• 000!0• • • • •9•• i ••• p •• • 0000 0 • • • •••• • •• • • • 90: •!•• CONBT.15'F'IE'F 000 • y 0• 9 COMM. NO.1603 DRAWN BY:A.F. DATE: ostisrzois ISSUED: SCALE: AS NOTED g,,�`GaP�`o RFrY4 BASIN PLAN � C No 48889 s � �� 818!2078 o} irATE OF f��g SHEET N0. BD- 1 OF .. • f f • . f•. .• f• • • • •• ••• to • • • • • • • • be • • • •• • • • • • •• • • ♦f• • • • • ••• • • • • • • • • • • 000 0*0 00: too • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • •• • • to • • •• • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• •• • • • • • ••• •• •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • 0:0 •• • • • • 0:0•• •• •• • • • •• •fi • • ••• • • • ••• 5001 SW 74 COURT SUITE 201 PROJECT: Miami Shores Elementary Schhol MIAMI, FLORIDA 33155 TEL: (305) 662-8887 PROJECT NO.: 1603 FAX: (305) 662-8858 COMPUTED BY: A.F. CHECKED BY: J.C.F. DATE: 05/27/16 DRAINAGE CALCULATIONS -BASIN "Al" GIVEN: RAINFALL FREQUENCY 5 [YEARS] TOTAL AREA 0.57 [ACRES] IMPERVIOUS AREA 0.43 [ACRES] PERVIOUS AREA 0.14 [ACRES] IMPERV.COEFFICIENT 0.90 [CONST] PERVIOUS COEFFICIENT 0.30 [CONST] RUNOFF COEFFICIENT(C) 0.75 [CONST] DESIGN WATER TABLE(October) 2.20 [FEET ABOVE N.G.V.D.] FLOOD CRITERIA 5.00 [FEET ABOVE N.G.V.D.] _ INLET GRATE ELEVATION 9.78 [FEET ABOVE N.G.V.D., LOWEST] TRENCH BOTTOM ELEV. -5.22 [FEET, N.G.V.D.] PVMNT SECTION DEPTH 2.00 [FEET] SAFETY FACTOR 2.00 [CONST](a safety factor of 2 is built in to the formula) HYDRAULIC CONDUCTIVITY(k Average) 1.83E-04 [C.F.S./S.F.IFT.OF HEAD] (SEE ATTACHED TESTS) 3.00 [FEET] WIDTH bottom= 0.00 [HORZ.] TRENCH SLOPE=1 VERT.TO INVERT PIPE ELEVATION 5.28 [FEET ABOVE N.G.V.D.,LOWEST] .••. 1.25 [FEET] • 6666•• 0660'• DRAINAGE PIPE DIAMETER • • • 0 6.6..0 .• . ...... CALCULATED H2= •..*f98 FT � :....: Du= 6..05.58FT:...:. .... . ..... Ds= ....7.42 FT . ..:..• Wavg= ..0..03 FT*..*.: ...... STORAGE AREA= ...4N98 SF • •0 Saturated condition STORAGE VOLUME= : 68.48 CLLFT./I..F. ...... ACTUAL QILF= 0433 C.I•'.��/t'F' OF TRENCH QILF=k((2 H2 Du)-(Du)^2+(2 H2 Ds))+.000139WDu p,016 C.F.F»/-91'.OF l�'I e% DESIGN Q/LF= NEED TO BE<". C.F.S./L.F. TOTAL TRENCH LENGTH(TRY?)= 94 LF TOTAL STORAGE VOLUME(S)= 844.46 CU— FT-ACTUAL EXFILTRATION= 3.07 C.F.S. DESIGN EXFILTRATION= 1.54 C.F.S. DESIGN CURVE FOR 5-YR FREQUENCY STORM (MIAMI) DRAINAGE CALCULATIONS-BASIN "Al" TIME INTENSITY INFLOW INFLOW STORAGE ADJUSTED r*iw FACTUA A. OVERFLOW CUMULATIVE CU.FT.] CU.FT.] [CU.FT.] [CU.FT.] [CU.FT.] [ [MIN.] [IN.IHR.] [C.F.S.] [ (Ponding) (t) (I) (Q=CIA) (Q=CIA) (S) (Q-S)844 0 0 0 0.00 0.00 0 844 46 0 844 -748 0.5 7.46 3.20 96 28 461 0 5 6.78 2.91 872 844 1583 844 738 922 0 10 6.15 2.64 844 1328 1383 0 15 5.63 2.41 2173 2670 844 0 1826 1844 20 5.19 2.23 3096 844 2251 2305 0 25 4.81 2.06 2620 2766 0 30 4.49 1.92 3464 8`�844 3224 3688 0 4069 40 3.95 1.70 50 3.53 1.51 4545 844 3700 4610 0 844 4085 5532 0 4929 60 3.19 1.37 90 2.48 1.06 5738 844 4893 8298 0 6251 844 5406 11064 0 120 2.02 0.87 5761 13830 0 150 1.71 0.73 6605 844 0 180 1.48 0.64 6865 844 6020 16596 DESIGN CURVES (5 YR FREQ.) . . .... ...... .. ... .. ...... .. ... U • •• • • • • O •• ••• • ••.• J • • • LL. •• •• •• • ••.•• Z • • • • •.•.• -20 0 20 40 60 80 100 120 140 160 180 �• 2a0 TIME(MIN.) -�-INFLOW CUMULATIVE(CU.FT.) -�--ADJUSTED INFLOW(CU-FT.) s- ACTUAL EXFILTRATION(CU.FT.) --o--OVERFLOW(CU.FTJ 5001 SW 74 COURT SUITE 201 PROJECT: Miam7Elementary MIAMI, FLORIDA 33155 TEL: (305) 662-8887 PROJECT NO.: 160 FAX: (305) 662-8858 COMPUTED BY: A.F. CHECKED BY: J.C.F. DRAINAGE CALCULATIONS -BASIEQUALITY DRAINAGE CALCULATIONS FOR WATE "C" 0.9 jCONST]FACTOR FOR IMPERVIOUS AREAS p 3 [CONST] "C" FACTOR FOR PERVIOUS AREAS 0.430 [ACRES] ACRES OF IMPERVIOUS AREAS 0.140 [ACRES] ACRES OF PERVIOUS AREAS 0 [FEET] LENGTH (L.F.) OF FRENCH DRAIN CALCULATED 0.0163 [C.F.S./L.F. OF TRENCH] SEEPAGE CAPACITY IN C.F.S./L.F. 8.98 CU.FT./L.F. AVAILABLE STORAGE PER L.F. 0.75 [CONST) WEIGHTED COEFFICIENT OF RUNOFF 0.570 [ACRES] TOTAL DRAINAGE AREA IN ACRES (AC) 2 069 [CU.FT.] VOLUME OF ONE INCH OF RUNOFF IN CU.FT. 5 (YEARS] STORM FREQUENCY IN YEARS 5 [MIN.] INITIAL TIME OF CONCENTRATION IN MIN. 14 [MIN.] TIME TO GENERATE ONE INCH OF RUNOFF TIME TO GENERATE AND FLOW ONE INCH OF RUNOFF 19 [MIN.] 9999 . . 9999 9999.. .. 9999 9999.. 9999.. 9999 • 9999.. 9999 . 9999. 0000. . 999999 9999.6 .90.40. 0 • . . 9 9 9999.. .400... . . 0.90.. .. 9999 5001 SW 74 COURT SUITE 201 PROJECT: Miami Shores Elementary Schhol MIAMI, FLORIDA 33155 TEL: (305) 662-8887 PROJECT NO.: 1603 FAX: (305) 662-8858 COMPUTED BY: A.F. CHECKED BY: J.C.F. DATE: 05/27/16 DRAINAGE CALCULATIONS -BASIN"A2" GIVEN: RAINFALL FREQUENCY 5 [YEARS] TOTAL AREA 0.30 [ACRES] IMPERVIOUS AREA 0.16 [ACRES] PERVIOUS AREA 0.14 [ACRES] IMPERV.COEFFICIENT 0.90 [CONST] PERVIOUS COEFFICIENT 0.30 [CONST] RUNOFF COEFFICIENT(C) 0.62 [CONST] DESIGN WATER TABLE(October) 2.20 [FEET ABOVE N.G.V.D.] FLOOD CRITERIA 5.00 [FEET ABOVE N.G.V.D.] INLET GRATE ELEVATION 9.13 [FEET ABOVE N.G.V.D., LOWEST] TRENCH BOTTOM ELEV. -5.87 [FEET,N.G.V.D.] PVMNT SECTION DEPTH 2.00 [FEET] 2.00 [CONST](a safety factor of 2 is built in to the formula) SAFETY FACTOR HYDRAULIC CONDUCTIVITY(k Average) 2.27E-04 [C.F.S.lS.F./FT.OF HEAD] (SEE ATTACHED TESTS) 3.00 [FEET] WIDTH bottom= 0.00 [HORZ.] TRENCH SLOPE=1 VERT.TO INVERT PIPE ELEVATION 4.63 [FEET ABOVE N.G.V.D.,LOWEST] •••• DRAINAGE PIPE DIAMETER 1.25 [FEET] 0000..• .0000.. . . • 0000 . 0000.. • 0.000.. 0000 . ...... CALCULATED H2= ...6;36 Fr • 0000.... Du= .0.+44903 FT:..o:. . . Ds= 008007 FT ••�••. Wav _ 00*:*00.:. FT.• g 0000.... STORAGE AREA= 0000 $.01 SF 0000 0000 . Saturated condition STORAGE VOLUME= :00%* 1 CUOFT.�L.F. • Q/LF=k((2 H2 Du)-(Du)^2+(2 H2 Ds))+.000139WDu ACTUAL Q/LF= 0,037 C.FS��. OF T i��V'Ga DESIGN Q/LF= •,.0.0;19 C.F.§,(IAF.OF TRE+40j NEED TO BE<6 j,&PS./L.F. TOTAL TRENCH LENGTH(TRY?)= 38 LF TOTAL STORAGE VOLUME(S)= 304.33 CU.FT. ACTUAL EXFILTRATION= 1.42 C.F.S. DESIGN EXFILTRATION= 0.71 C.F.S. DESIGN CURVE FOR 5-YR FREQUENCY STORM (MIAMI) DRAINAGE CALCULATIONS -BASIN "A2" TIME INTENSITY INFLOW INFLOW STORAGE ADJUSTED ACTUAL OVERFLOW CUMULATIVE INFLOW EXFILTRA. [MIN.] [IN./HR.] [C.F.S.] [CU.FT.] [CU. FT.] [CU.FT.] [CU. FT.] [CU.FT.] M (i) (Q=CIA) (Q=CIA) (S) (Q-S) (PondiIn 0 0.00 0.00 0 304 -304 0 0.5 7.46 1.39 42 304 -263 21 5 6.78 1.26 378 304 74 213 10 6.15 1.14 686 304 382 427 15 5.63 1.05 942 304 638 640 0 20 5.19 0.96 1158 304 853 854 0 25 4.81 0.89 1342 304 1038 1067 0 30 4.49 0.83 1502 304 1198 1280 0 40 3.95 0.74 1764 304 1460 1707 0 50 3.53 0.66 1970 304 1666 2134 0 60 3.19 0.59 2137 304 1833 2561 0 90 2.48 0.46 2488 304 2183 3841 0 120 2.02 0.38 2710 304 2406 5122 0 150 1.71 0.32 2864 304 2559 6402 0 180 1.48 0.28 29761 3041 2672 1 7683 1 0 DESIGN CURVES (5 YR FREQ.) 9090 8000 . . ... ...... 4000 ... 0 3000 • s LL • • • • • • -20 0 20 40 60 80 100 120 140 160 180 200 TIME(MIN.) -�-INFLOW CUMULATIVE(CU.FT.) --o--ADJUSTED INFLOW(CU.FT.) -.-ACTUAL EXFILTRATION(CU.FT.) --o--OVERFLOW(CU.FT.) 5001 SW 74 COURT SUITE 201 PROJECT: Miami Shores Elementary Schhol MIAMI, FLORIDA 33155 TEL: (305) 662-8887 PROJECT NO.: 1603 _ FAX: (305) 662-8858 COMPUTED BY: A.F. CHECKED BY: J.C.F. DATE: 05/27/16 DRAINAGE CALCULATIONS -BASIN"A2" DRAINAGE CALCULATIONS FOR WATER QUALITY "C" 3 FACTOR FOR IMPERVIOUS AREAS 0. [CONST] "C FACTOR FOR PERVIOUS AREAS . [CONST] ACRES OF IMPERVIOUS AREAS 0.1160 [ACRES] ACRES OF PERVIOUS AREAS 0.140 [ACRES] LENGTH (L.F.) OF FRENCH DRAIN CALCULATED 0 [FEET] 0187 [C.F.S./L.F. OF TRENCH] SEEPAGE CAPACITY IN C.F.S./L.F. 0.8 01 CU.FT./L.F. AVAILABLE STORAGE PER L.F. 0.62 [CONST] WEIGHTED COEFFICIENT OF RUNOFF 0.300 [ACRES] TOTAL DRAINAGE AREA IN ACRES (AC) 1 089 [CU.FT.] { VOLUME OF ONE INCH OF RUNOFF IN CU.FT. 5 [YEARS] STORM FREQUENCY IN YEARS5 [MIN.] INITIAL TIME OF CONCENTRATION IN MIN. 18 [MIN.] TIME TO GENERATE ONE INCH OF RUNOFF TIME TO GENERATE AND FLOW ONE INCH OF RUNOFF 23 [MIN.] . . .... ...... 9 ...... .. . ...... 0000•• s • • 0000•• 0000 • • • • • • 0000•• 0000 • 0000• 0000•• • • 0000• •••••• 6..e.: •••••• 0000•• •9099• • • • • 0 • 0 0000•• 0000 • • 9 • • 0009• ' •• • •999 • • 2051 N.W.112th Avenue,Suite 126 Nutting Miami,Florida 33172 � 305-557-3083 Toll Free:877-NUTTING(688-8464) FaxBrowar 5-824-8827 41-8 Broward 954-941-8700 of Florida Inc.I Established 1967 Palm Beach 561-736-4900 St.Lucle 772-408-1050 Your Project Is Our Commitment www.nuttingengineers.com a April 19,2016 NMr.Don F.Bailey Miami-Dade County Public Schools Office of Capital Improvements Projects OJ Parson Brinkerhoff E 1450 NE 2"d Avenue,Room 318 Miami,FL 33132 L c Phone: 305-995-4573 "' Email:911772@dadeschools.net N � Subject: Report of Exfiltration Tests vMiami Shores Elementary School Parent Drop Off 0- 10351 NE 5d'Avenue V1 Miami Shores,FL 33138 m Dear Mr.Bailey: rn c N Nutting Engineers of Florida, Inc. has performed two exfiltration tests at the above referenced location. This report presents a brief description of the field procedures,and provides the results of the exfiltration tests. C Two exfiltration tests were performed at the site as requested by the client. These tests were conducted to a Wdepth of six feet below existing grade in accordance with South Florida Water Management District(SFWMD) criteria for'Usual Open-Hole'conditions. c "—' Prior to starting the test, a 4-inch diameter hole was augered to the test depth to determine the depth to Ln groundwater and to examine subgrade soils. After establishing the above parameters,the hole was stabilized by a full-length perforated PVC pipe in accordance with South Florida Water Management District specifications. Water was then pumped into the hole maintaining a constant water level at the ground surface. The stabilized 2 flow rates were recorded in one minute intervals for a total of 10 minutes. C •••• o U The exfiltration tests revealed the hydraulic conductivity(`K'-value)of the soils rangekrotn 4.83 x 1.O"to 2.27 •• • ° x 104 feet per second per square foot per foot of head. Soil descriptions and flow rates 4Z"e test am.%hb)Jn on ;• the attached exfiltration summary sheet. We note that water was encountered at depths pf approximately 4.4 to 0 4.6 feet at the time of the test. U 0000.. "D 0000 0000. C We appreciate the opportunity to provide these services for you. Should you have any qiw ifts,or L'wg c1n ••••• be of further assistance,please feel free to contact us. t Respectfully Submitted: •• • 0000.. Y NUTTING ENG FLORIDA,INC. 0. •0 0 0 0 0 0000.. ° �� e P #6 8 O F F I S&6 Engineer Palm Beach Miami-Dade St. Lucie w v. wr Zam ■� f s I �,' ;I "EI ' J r - t�I•� � _'F -.rte- .�.----y�" — LEGEN/ F Q .' T - ^o-. d ��`; CD 2016 Goagle EXFILTRATION TEST -- rtr — __ -193rd-fit „ �� _. 1994 Imagery Date; 1/23,f201 " 25°52'14.1" N S0-ll'11.77"1,'d +eleva g ft eye alt 941 it NMI NIIAMI •. SCHOOL ARENT DROP OFF APPROXIMATE NOT TO SCALE ENGINEERS • •351 NE 5TH AVENUE TEST LOCATIONS FLORIDA 3.3138 Geotechnical&Construction Materials Hutting Engineering,Tasting,&inspection I� Environmental Services riMs Offices throughout the state of Florida oofFlorida Inc.IEstablished�l1967 www.nudngengineers.com infoOnuttingengineers.com YourProject Is our Commitment Report of Exfiltration Test Client Miami Dade County Public Schools Order NNo o 1 375.13 Project: Miami Shore Elementary School Parent Drop Off Report 1 Location: 10351 NE 5th Avenue,Miami Shores, FL 33138 Date: 4/12/16 Test: Usual Open Hole ExfiItration Test Surface Elevation: Approx. same as road crown Water table from ground surface: 4.6' Casing Diameter. 4" Tube Depth: 15' One pump Rate Minute in Gal/Min Increme 1 5.2 2 5.5 r Sample Location: Approx as located on site plan 3 5.2 4 5.0 5 5.0 Material: 01-21 Lt. brown fine SAND and LIMESTONE 6 5.0 2'-10' Lt.gray fine SAND 7 5.2 10'-13' Brown fine SAND and LIMESTONE 8 5.0 13'-15' Lt.brown fine SAND 9 5.0 10 5.0 . . 0000 0000.. .. 0000 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • 0000• 0000•• • • ••••• K= 1.83 x 194 cfs/ftZft.head •• •• •• •• *0000•••.. 0000.. . . . . 0000•• 0000.. 000 • 0000.. 00 0 #000 ' 1310 NEPTUNE DRIVE • BOYNTON BEACH,FLORIDA 33426 •561-736-4900 • FAX 561-737-9975 Treasure Coast 772-408-1050 - Broward 954-941-8700 • Miami Dade 305-824-0060 Geotechnical&Construction Materials Hutting Engineering Testing,&Inspection r Environmental Services Hftioai Engineers Offices throughout the state of Ronda of Florida Inc I Established 1967 www.nuttingengineers.com infoCanuttingengineers.com YourProjectis our Commitment Report of Exfiltration Test Client: Miami Dade County Public Schools Order No 375.136 Project: Miami Shore Elementary School Parent Drop Off Report No 2 Location: 10351 NE 5th Avenue,Miami Shores, FL 33138 Date: 4/12116 Test: Usual Open Hole Exfiltration Test Surface Elevation: Approx.same as road crown Water table from ground surface: 4.4' Casing Diameter. 41 Tube Depth: 15__ One pump Rate Minute in Gal/Min Increme 1 6.5 2 6.5 Sample Location: Approx as located on site plan _ 3 6.5 4 6.0 5 6.0 Material: 01-21 Brown fine SAND and LIMESTONE 6 6.0 2'-8' Gray fine SAND 7 6.0 8'-13' Brown fine SAND and LIMESTONE 8 6.0 13'-15' Brown fine SAND 9 6.0 10 6.0 6666•• •r • 6666•• 0004 0 • 6666•• 0 • 0060• 6666 •• 6666• 60.06• • • •6.0• •• •• •• •• •16.0• K=2.27 x 104 cfslfeft.head ,,..,. .• • • . . • . .•..•. .00 • • 1310 NEPTUNE DRIVE • BOYNTON BEACH,FLORIDA 33426 •561-736-4900 • FAX 561-737-9975 Treasure Coast 772-408-1050 • Broward 954-941-8700 • Miami Dade 305-824-0060 • LIMITATIONS OF LIABLILITY WARRANTY ANALYSIS AND RECOMMENDATIONS We warranty that the services performed by Nutting The geotechnical report is prepared primarily to aid in the Engineers of Florida, Inc. are conducted in a manner design of site work and structural foundations. Although consistent with that level of care and skill ordinarily the information in the report is expected to be sufficient for exercised by members of the profession in our area these purposes, it shall not be utilized to determine the currently practicing under similar conditions at the time our cost of construction nor to stand alone as a construction services were performed. No other warranties, specification. Contractors shall verify subsurface expressed or implied, are made. While the services of conditions as may be appropriate prior to undertaking Nutting Engineers of Florida, Inc. are a valuable and subsurface work. integral part of the design and construction teams,we do not warrant, guarantee or insure the quality, Report recommendations are based primarily on data from completeness, or satisfactory performance of designs, test borings made at the locations shown on the test construction plans, specifications we have not prepared, boring reports. Soil variations commonly exist between nor the ultimate performance of building site materials or boring locations.Such variations may not become evident assembly/construction. until construction. Test pits sometimes provide valuable supplemental information that derived from soil borings. If SUBSURFACE EXPLORATION variations are then noted, the geotechnical engineer shall be contacted in writing immediately so that field conditions can be examined and recommendations revised if Subsurface exploration is normally accomplished by test necessary. borings;test pits are sometimes employed.The method of determining the boring location and the surface elevation The geotechnical report states our understanding as to the at the boring is noted in the report. This information is location, dimensions and structural features proposed for represented in the soil boring logs and/or a drawing.The the site. Any significant changes of the site location and elevation of the borings should be considered improvements or site conditions must be accurate only to the degree inherent with the method used communicated in writing to the geotechnical engineer and may be approximate. immediately so that the geotechnical analysis, conclusions, and recommendations can be reviewed and The soil boring log includes sampling information, appropriately adjusted as necessary. description of the materials recovered, approximate depths of boundaries between soil and rock strata as CONSTRUCTION OBSERVATION _ encountered and immediate depth to water data.The log represents conditions recorded specifically at the location where and when the boring was made. Site conditions Construction observation and testing is an important may vary through time as will subsurface conditions.The element of geotechnical services. The geotechnical boundaries between different soil strata as encountered engineer's field representative (G.E.F.R.) is the "owners are indicated at specific depths; however, these depths representative" observing the work of the contractor, are in fact approximate and dependent upon the frequency performing tests and reporting data from such tests and of sampling, nature and consistency of the respective observations. The geotechnical engineer's• field strata. Substantial variation between soil borings may representative does not •direst the 'cCAM Zfor's •.•••• commonly exist in subsurface conditions. Water level construction means, m8tyg2ls„ operggWp or readings are made at the time and under conditions stated personnel. The G.E.F.R. d%i%s jVJ interf%.Witte the ����•� on the boring logs. Water levels change with time, relationship between the owneithe contractor and, precipitation, canal level, local well drawdown and other except as an observer, does no{ become a substitute:*so*: factors.Water level data provided on soil boring logs shall owner on site. The G.E.F.RA T9sponsibLJ%4.Wslher��•��: not be relied upon for groundwater based design or safety, but has no responsibilV?& the s4fety of other construction considerations. personnel at the site. The"S€?Ff. is ph 4nllbrtant•0000 member of a team whose respensfbility is to ebsewe and•••• • LABORATORY AND FIELD TESTS test the work being done and repo to the owner whether • that work is being carried out in gene:al confwmaiace with.•••i• the plans and specifications.'the eaclosed OP&I May be 0 Tests are performed in general accordance with specific relied upon solely by the narri cal6riC "�' 0 ASTM Standards unless otherwise indicated. All criteria • included in a given ASTM Standard are not always required and performed. Each test boring report indicates the measurements and data developed at each specific test location. s � Yaa PioJeetN Oiu Gmm�tltnmm