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REV-18-2500JOB ADDRESS: / Yea Nc /ol SJ- \0\\Ma Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC201�-% BUILDING Master Permit No. WSW PERMIT APPLICATION Sub Permit No ij (6)_2, BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33 3 r i Folio/Parcel#: % i 32 a5 Q i' ©D s ° Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Z CC.C1Q if of Address: / % trO / A: /o/ S City: A i� � ' t orr State: o b May 4t- Phone#: Tenant/Lessee Name: o,, Phone#: Email: OLp, C� e 0) some . (JO I►'l- CONTRACTOR: Company Name: PIi /6e-ce'Q.wcJ€o �w Address: /-.)c2 ? W , j>>��� Ste " / i- 2 City: ND/t11i 6 State: 44.,z) Zip: 3 fG D Zip: 3 33 i 3p Phone#: 3as' qv g V Qualifier Name: ie/4'r" i,6 1/retil Phone#: State Certification or Registration #: tx' 2.77 Certificate of Competency #: �77 DESIGNER: Architect/Engineer: Address: YYG 7 5(k ) 1 Value of Work for this Permit: $ &4- s ch-4- r CA - Phone#: City:' VOW State: L Zip: 3 3 17d' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration [ New ❑ Repair/Replace 41 D f, Plo 1ZJy 5eLL4.90 Description of Work: ❑ Demolition Specify color:of color thru°tile: a Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Submittal Fee $ Scanning Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 7 • CJ� (Revised02/24/2014) Bonding Company's Name(ifapplicable) Bonding Company's Address City i ..... State Zip A'Li I Mortgage Lender's Name (if applicable) Mortgage Lender's Address City i 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 posted notice, the inspection will not be approved and a reinspection fee will be charged. C /,' �, �•. Signature / ` /' f9L} Signature OWNER or AGENT( The foregoing instrument was acknowledged before me this I / day of c5P/ y , 20 / d,, by boo is a4' , who is personally known to mg r who has pro• ced ,/identification and who id t- - oa / NOTARY PUBLIC: as Print: Seal: 4 • ARIANO : MY COMMISSION # GG056077 EXPIRES February 20, 2021 CONTRACTOR 'The foregoing instru ent as ackrjpwledged before me this dayof (AU Po 6r who has prod ed Identification and who did take a;7/ NOTARY PUBLIC: S g ® / rint: Seal: PA t ELA S DARIANO MY COMMISSION # GG056077 EXPIRES February 20, 2021 20/64 by is personally known to as ****ss*****s*s**********s*******************************************s*****s****************************** APPROVED BY ' t" Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 001338 [LO ta 1 rosiness Tax:Receipt Gou nty;;S#ate-off Florida. <TIt1S IS NOT A Q►Lk= DA NOT, FAY,, 23182. 6 . 1,_. nimrsiige NAMBIkgt natt- tMI AMI aeACW Wl�t�lS`1 e- 2430 N! 21Q1'r' MIAMI FL 33180'r •' 4 .. Iv-, Tbrs Local Busine� y Re r� CREDIT vennFt ors oerttlTt' Receipt aoglimts 81--, M of RD Or ftOft eli0ft'Ot the hO�dM f Oat 0e6, to f l bu nA t euoifl g s 1mdemmentel r letery lifiii andequIremer which he bhi ite e 1 flat a iiaerfe@;�, "'""""°1'��AEC[IPf N6�abera 6e di� 1 e a� _ v �� fa th®bUetlfe�t Ptp iv h`aflY 4eve�ma�(gl - � fiiEr�ei y@hiai � f f.,�8fet§ EA Ron,Ikeaml=Dade E'8 e Rer r 24shasz1 • SPTEMi3ER 30, 241`9` Must be displayed et place of business `'•Chapter 8A = Art,.9 & , { 4 OF Egati 96 SPECIA GNESS NEERING CONTRACT PAVMEntTj'RECEIVEC E277. �. OWN@ Ld MIAM I t�tAC SEAWALLS IN et6gOry(0 RECE ,. ,4. 1...��'EXPIRES �N� SEPTEMBER �30,'2019 50475, - `- • ,�'.t a ace - • a Pursuant to Coun'tyCode. Chapter 8A = Art. 9 &` 10 BNAECeiVE ‘ MMC SPECIAL W- NGINEER�NG ONTAA "t E277 • /�Eft€DITEAR9=1 669596 ORO,-TYPO OP ON8lNESO ^,.?ursuant to County Code SEC. TYPE . Rec�t�T No; �. �w�. �. EXPIRES P eye aH ootii ' hie � idiLYik� use Tex, the Re , BY TAX COLLECTOR- - 8,75.00 09/17/�018 } . —1 e-060508 ' 009419 unicipa Contractor`s, Re•ceipt MLamr-Dade;County; State_o#=Florida t -THIS IS NOT, A,BILL -DO NOT PAY={'i - ^ 2318236. BUSINISS •NAME(LOCATION MIAMI BEACH'SEAWALLS INC2430 NE .214TH ST' lIAMI• FL 33180, L A 75• Mustbedisplayed t pl of business I .eaaa o9/17/ae,1s. TO 'aoe Ought, Tilt lieeeipf ly cQf1�It10s payment of th l i bu9inh Tait. the Retei is nets tiede "' permit, nr's certificated Of the hindir s delitioetitii, to do IiittieW, Holdet mf"Cin must comply ritnh boy govoientai ao or ngg1mmentittegulatory iaeveend fequtremt to which epoty.to the bu3th,is ' ,Tfe RECEIPT NO, above mttst Eo dwpieyed on all oommefole vehicle, Miami=Dada Code Sec ee-2711, Fol mot iofbmlatioa viaittrow8,�iaatigedo i1 €aoll tOt• aT...:. ..,, Es 4-3 SAWALL KJAIK 1480 N MIAMI S ® - a jOl STREET cC.l —zo t RECEIvEt) OCT 25 2017 ORES, ft 33 I 38 LEGAL DESCRIPTION: LOT 9, BLOCK I , OF REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 56, OF THE PUBUC RECORDS OF MIAMI-DADE COUNTY FOLIO # I I -3205-Q24-0050 4 P.C. to (, 2 (" iikk cry,S-a ct"-? 1.4"11•:i e.., at( Cross cec{ievIS GENERAL NOTES CONCRETE AND REINFORCING STEEL I . ALL CONCRETE (EXCEPT PRECAST PILES) SHALL HAVE MAX W/C = 0.40 AND ATTAIN A MIN COMPRESSIVE STRENGTH OF 5000 P.S.I. AT THE END OF 28 DAYS. FOUR (4) CONCRETE CYLINDERS SHALL. BE TAKEN FOR EACH 5 CUBIC YARDS OF FACTION THEREOF SHALL BE TESTED AT 3. 7 # 28 DAYS. SLUMP SHALL NOT EXCEED 5" ($ I ") 2. ALL REINFORCEMENT SHALL BE 60000 PSI MINIMUM YIELD NEW BILLET STEEL. IN ACCORDANCE WITH ASTM AG 1 5 GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI CODE AND MANUEL OF MANUEL STANDARD PRACTICE. 3. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME. AND VIBRATED AS REQUIRED BY THE ACI MANUEL OF CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT THE TIME OF PLACEMENT SHALL BE BETWEEN 75° AND i 00° F. 4. ALL CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH. PRECAST CONCRETE I . PRECAST CONCRETE PILES SHALL BE 1 2" BY 1 2" PILES W/ 5000 PSI MIN CONCRETE AND 4-1/2" DIA, 270 K51 ASTM A416 LOW -MAX STRANDS W/ 2Y" MIN. CONCRETE COVER TO TIES. DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WITH 1 2' MIN. PENETRATION INTO FIRM MATERIAL BELOW SILT LAYER. BATTER PILES ON 2: 1 2 SLOPE WHERE SHOWN ON PLANS. 2, PILES SHALL BE CUT OFF AT ELEVATIONS WHERE SHOWN ON THE PLANS * SECTIONS Pdalvra/ Res u asta1rces Division Reg' Section (NRRRO)$ g8'tiOr PIN PILING I . PIN PILES SHALL BE 4" DIAMETER SGH. 80 HOT DIPPED GALV. FILL WITH CONCRETE AND TO BE DRIVEN TO 20' MIN. PENETRATION INTO FIRM MATERIAL OR TO REFUSAL. STEEL 1. ALL MISC. STEEL COMPONENTS, BOLTS AND HARDWARE TO BE TYPE 316 STAINLESS STEEL AS AN ALTERNATE, HOT DIPPED ZINC GALVANIZED A36 OR A307 STEEL MAY BE USED. MISCELLANEOUS 1 . FASTENERS EMBEDDED INTO CONCRETE STRUCTURE SHALL BE ANCHORED WITH TWO PART EPDXY ADHESIVE ("HILTI" HIT HY- 100 CARTRIDGE SYSTEM OR EQUAL). ANCHOR HOLES SHALL BE DRILLED TOY," GREATER THAN THE SPECIFIED FASTENER, HOLES SHALL BE DRILLED TO MINIMUM DEPTH SHOWN ON THE PLANS. AND SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPDXY. GENERAL I . ELEVATION SHOWN REFER TO NGVD 1929 2. ALL DIMENSION ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. 3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. 4. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL. STATE, AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISION OF THESE PERMITS. 5. APPLICABLE BUILDING CODE. FLORIDA BUILDING CODE 201 4 5T1-1 EDITION DESIGN LOADS I . CONCRETE DECK DESIGN LIVE LOAD = 50 FSF TURBIDITY CONTROL I . CONTRACTOR SHALL MAINTAINTURBIDITY CURTAIN AROUI' LL WORK. /1/7 et_ ?'s -mot Fr. Af_ OCTE*CE/ ' D ?S ?0%s IYatuF� M �Sta/ R '�uDhRegLta n S Semen R"QI R'stOation 155'-O" 44'-0" PORTION OF COLLAPSED CAP, 1 5'-0" BULKHEAD. AND T-PILES , 70" EXii T,NG'5cEAV'iALL PANELS AND T-FILES TJ REMAiN. (;TIN) CAF TO tM REMOVED C.OLLAPSEG PORTION 0" SEAWALL NCLuEING CA!' , PANEL';: AND T-NLES 5h OWN AS HATOt1ED PER 'LAN. 8'-0" G2'-0" LENGTH OF EXIST. KNEE WALL AND POOL DECK EXISTING :3EAW,ALL •:AP 70 REMCVEL . FANEL= AND T[ TO REMAMAINN EXI iTiNG \tiEE WALL TO REMCVE'O. S'-0" TYP EXi0TiNG 3EAWAL T`ANEL 0 AND lE3 TO REMAIN 8'-0" I III I G'-0" �`Y•ys^-r1�-� EXTENTS OF EROSION DUE TO SEAWALL COLLAPSE TO BE FILLED IN WITH NEW MATERIAL TO MATCH I EXISTING GRADE .\\ Avow + + + + + + + + + + + + + + + + + + + +_ 4-EX:5T +; T + '"lL DE;K TO BE REMOVED i C° EY .}b ' LONG + + + + + + + + + r LA5 Lc ;ATED NEB T.) r?'IE Fool. TO REMAIN OLLAPSEE! CON; SLAD. DUET N UNDEkMINiNG FROM SEAWALL CC-_LAFSE, 0 5E REMOVED. 37'-0" • 41'-0" L'.X STING F c L IXISTING POOL DECK. 7'-0" ® scYE:Inc .p.d EXISTING PLAN ELW LLI..LL.LLLLLL Lc. LLL t L i 3�, G LN P •VZ2rn;LL n cairn W Q- Wt2d2L L1,'2• a"'MoL 5. L y p. L L 1 LL `� L L LLLLLLLLLL L LLLLLLflLLLLL r It- 7 AE • S-2 2 OF 7 • • REMAINING INTACT PORTION OF SEAWALL BEYOND. SEE PLAN. 5.42' (NGVD) TOP / CAP ELEV COLLAPSED AND SUBMERGED PORTION OF SEAWALL TO BE REMOVED. SEE PLA ON SHEET S-2. N M H W • +3.0' (NGVD) O NGVD) 6) EXISTING SECTION A-53 SCALE:3/8" = I'-O" 15'-0" '/V W0/:V/1>YAY1 BERM ELEV. -5.0' (NGVD) EXISTING P/C CONCRETE T- PILES AT 9-0" 0/C TO REMAIN 8" EXISTING BULKHEAD ,�� PANEL TO REMAIN 42" HIGH CONCRETE RAILING TO BE REMOVED AND REINSTALLED. EXISTING CONCRETE SLAB TO BE REMOVED EXISTING 3' HIGH CONC. KNEE WALL TO BE REMOVED. REMOVE EXISTING SEAWALL CHAP r P e4P ell- ., A7L MHW dGvo +3.0' (NGVIi ritgr- cy-li-ID -0.58' (NGVD) BERM ELEV. -3.5' (N VD) 5\\/\>\\ice\ EXISTING SECTION B-53 SCALE:3/8" = i '-O" TOP / CAP ELEV,,,,. 5.42' (NGVD) ccr ka42 pFRM5 p, R Z,'bB i on !a) Rsto ot, TOP�1915'�%a +4.92' (NGVD EXISTING P/C CONCRETE T- PILES AT 9'-0" 0/C TO REMAIN\\� 8" EXIST ING%\✓ BULKHEAD PANEL j/ TO REMAIN �%� 26" REMOVE EXISTING �-. SEAWALL CAP /�� -+ 3 0' (NGVD) MLW = -0.58' (NGVD) 9 BERM ELEV. -3.5' (NGVD) EXISTING SECTION C-53 ;SCALE:3/8" = I'-O" L c., LLL L L 1. o �� L L v coo L L wI(XQ,L : W i O� �L r., 3 : L [= o :I L L c 2�'d6� L L N: o2 L L C CELL L L ^ L1 ..LLLLL L LLL LLLtLLLLLLL -a rr at.. , S-3 30F7 •3" TWA ,5000 F-31 ."....X.TNCRETE FANF-J_ 6" 0" r11111111111111111111111111111111111111111 11011111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11101111111111111111111111111111111111111111 2111101111111111111111111111111111111111111 INIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIII 1111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 11111111111111111111111111111111111111NIN 1101111111111111101111111111111111111111111 11111111111111111111111111111111111111111 1111111111111110111111111111111111111111111 11111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111 111111111111111111111111111N11111111111111 111111111111111111011111111111111111111111 NEW 8' —10" (VERIFY) WIDE X 10' —0" HIGH X 8" THICK MARK NUMBER "A" 5,000 P.S.I. CONC. PANEL SCALE: I /4" = '-0" I 5'-0" 7'-0" - CONCRETE PANEL %0 I 2" 2 CL 8'-7" 1 r..111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111 rddINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 INNI111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111 ININIIN111111111111111111111111111111111 1111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111 11111111111111111111111110111111111111111 9111111111111111•1111111111111111111111111 ININIIIIIIIIIIIIIIIINNIN11111011111 111111111111111111111111111111111111111111111 INIIIIIIIIIIIIIIINININNININIIIII 1111111111111111111111111111/1111111111 11111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 NEW 8' -r (VERIFY) WIDE X 10' —0" HIGH X 8" THICK MARK NUMBER "B" AT EXIST T—PILE 5,000 P.S.I. CONC. PANEL SCALE: I /4" = I '-0" EXIF,TING E7eAWALL F'ANEL5 AND T-R1LF_S TC REMAIN, EXI3Ti NG CAR TO E^E REMOVED IN 'fl-115 AREA 44'-0" PORTION Of COLLAPSED CAP, BULKHEAD. AND T-PILE5 9'-0" 9'-0" 9'-0" TNTS OF EROSION DUE TO SEAWALL COLLAPSE TO ESE FILLED IN WITH CLEAN MATERIAL TO MATCH EXISTING GRADE 0 PROPOSED PLAN Q.' OLLAPS•ED CONC uNDERM.NNG .F.E.:AVVALL 1-.7, REMCVED. Y I C;V:T. IC, Of- C;cAL:F. E.:CAM 55'-0" 2 4, 0.EAK COLLAF'D roKricIrs: EAWALL C,AP , PANELS AND PILEF, TO E.IE REMOVED AND Ti( PLAN ANL, '3E.CTic...,N A/56 I 6-0" G2'-0" LENGTH Or EXIST. 0 i!Y.I5TING 3' N,LE.E WALL TC.1 FT-WA/ED. .5(.:YO C.N,:TE PANEL 8'- 1 0" Ir111111111110111111111111111111111111111111 1111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 01111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 11111N11111111111111111111111111111111111 111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 1111111111111111N111111111111111111111111111111 111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 1011111111111111111111111111111111111111111 11111111111111111111N11111111111111111111111 111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111 NEW 8' —1" (VERIFY) WIDE X 10' —0" HIGH X 8" THICK MARK NUMBER "C' AT EXIST T—PILE 5,000 P.S.I. CONC . PANEL SCALE: 1/4" = I '-0" NEE WALL AND POOL DECK EXISTING I.E.EAWALL PANEL:i-:, AND T-PILES REVAiN I G'-0" Ala DOSTING SEAWALL CAP 7:7., KEMOVED, PANELS AND T-Pii.a5 TO REMAIN • i 6fEelffiaidger=445*-15reagFITC445M5L-444...gailideagiAA I I C.I rinv 2 X 0 a .;ALV D i e'X 10 OW, GPACP: brAm. AS FLA% S'f FIF,.C..TIC.,N A-6G TO? Or GRAD,. t.tV.1 A.': TOP Or C.A' 4 EXIStING, TO REMAIN • 371-0" FLA 9'-0" TY? ----- .31= •11111111111 LIY.15P,NG REMAN onr L L L L 7.1 L • L L • L L L ••• b - Ltrattt LL 111<1.11WW PROPOSED SEAWALL P < 4 E:X15TiNG MHW +3.0' (NGVD) -0.55' (NGVD) PROPOSED SECTION A - 55 SCALE:3/8" = I '-O" ptAc.e- t4Mu it `XJ ! 1.4� BERM ELEV. Pie -goo" -3.5' (NGVD) Boat-002.4 r_ � Q! A -t. P?AV( ? seAWALL CONC. PILE TIP/ ELEV. - 15.5' (NGVD) 3G" CAP FT 1-41b4 12 SEP 18 2018 NATURAL RESOURCES DIVISION OF REGULATORY DTMENT ND EPARECONOM C RESOURCES AT EACH NEW BATTER PILE PROVIDE' # 7 HOOK DOWEL AND DRILL $ EPDXY 1 2" MIN INTO PILE. EXTEND 1 0" MIN INTO NEW CAP. T Na ks2,�% cOaR sm„ h'►�siayRGowa` es sec,,. NEW 3G" WIDE x 24" DEEP CONC. SEAWALL PILE CAP AS PLAN w/ 5 #5 TOP AND BOTTOM PLUS 2 #5 BARS EACH FACE INTERMEDIATE PROVIDE #3 TIES @ 1 2"o.c., PLUS 2#3 TIES EA. SIDE OF EA. PILE. TOP / CAP ELEV 6.25' (NGVD) GRADE+5.75' (NGVD) 3" CM TOP AND SIDES AT NEW PANEL CONDITION. EXTEND NEW PANEL REINF 1 2" INTO NEW CAP. AT EXISTING PANEL CONDITION PROVIDE # 5 HOOK DOWELS AT 24" 0/C DRILL $ EPDXY 5" MIN INTO TOP OF EXISTING PANEL. EXTEND 10" MIN INTO NEW CAP. NEW 1 0'-G" WIDE X 10'-0" HIGH X 5" THICK , 5000 PSI CONCRETE PANEL-. MARK NO. "A" OR "B" WHERE SHOWN PER PLAN. NEW 1 2"x 1 2" P/C CONCRETE KING PILES 3" EMBEDMENT INTO NEW CAP ,SPACED A5 PLAN, EXTEND STRANDS 1 2" MIN. INTO CAP. PILE TO HAVE 12'-0" MIN. PILE EMBED. INTO BERM FOR 25 TON CAPACITY NEW 1 2"x 1 2" P/C CONCRETE BATTER PILES 3" EMBEDMENT INTO NEW CAP, SPACED AS PLAN, EXTEND STRANDS 1 2" MIN. INTO CAP. PILE TO HAVE 12'-0" MIN. PILE EMBED. INTO BERM FOR 25 TON CAPACITY. G a 3 ! b=tu 1P/41/4% 'C'er, 400 a e Jt Fi/ /y~lap s 3 _ t a Witt /� !Yi if S b b - u 0 LLi.i.E LLLL�LLLLLl r I_LLLLL LLLL L L L +��`L.LL L L v,1' m v5In 0 L L�na� �, LAW )..L F y+}w a�-�mL L' �'o�L L �r LLL .3p L LL L 1 0 I 0-20- I date issued AB drawn checke:1 project no. revisions: sheet no. S-5 50F7 6" 5000 PSI CONCRETE SLAB REINF. AS PLAN, MATCH EXIST. SLAB ELEVATION 1 2" WIDE x 16" DEEP GRADE BEAM B- I WITH 2#5 TOP, 2#5 BOTTOM, #3 TIES @6" O.C. IF SPLICE REQUIRED,SPLICE REBARS AT PILE LOCATIONS ONLY ewe #4 @ 8' HOOK BARS @ I 2" 0/C TOP, 3'CAP t sf 21_4" r EXISTING SLAB AT POOL PERIMETER #4 X 24" DOWELS @ 1 2" OJC. DRILL 4 EPDXY 6" MIN. @ MID -DEPTH FACE OF EXISTING SLAB . y 1 e . #4 @ 1 2' 0/C BOTTOM #4 @ 1 6" O/C TEMP. PL8"x 1/2"x8"A36STL, wv/ 2"0 HOLE IN CENTER _3"0 GALV. STEEL SCH. 80 PIN PILES ?'s SEE PLAN FOR LOCATIONS. #4 X 4'-0" HOOK BARS li----- POINTED STEEL TIPS TIP ELEV. @ -20' BELOW GRADE MIN. AND TO REFUSAL, REFER TO SECTION A S-5 FOR NEW CAP PANELS AND PILE DESCRIPTION AND REINFORCING DETAILS. J \t), t-LACk= kT J AL L 1 e'A a-C40— t 5` ©>I �e-'1. A.O►4( f�J�SC 6F. RC�l�I�EP S�AWAL�- t ..i • IMF u G� 6" HIGH X 8" WIDE CONCRETE CURB WITH I #5 CONT. AND #4 HOOK DOWEL. DRILL $ EPDXY 6" MIN. @ 24" 0/C ALONG CAP. + 9.7510_ V D /ToPce TOP OF SLAB 9.25 NAVD �/ .1 k #5 HK DOWEL @ 2O.C.DRILL AND EPDXY 8" MIN INTO EXISTING SEAWALL ocj4°E.CE.1164.0 ka�� R+ Coe 5 201i u R NEW 36" WIDE x 24" DEEP CONC. SEAWALL PILE CAP AS PLAN w/ 5 #5 TOP AND BOTTOM PLUS 2 #5 BARS EACH FACE INTERMEDIATE PROVIDE #3 TIES @ 12"o.c. PLUS 2#3 TIES EA. SIDE OF EA. PILE. , -6.-_ MH 9 - /g- 6 +3.0' (NGVD) MLW -0.58' (NGVD) 1� M PROPOSED SECTION A-56 0 `� SCALE:3/8" = I '-0" 0 rill Ka V° SO O 12 BERM ELEV. • -3.5' (NGVD) Pic),1'1-, �vb TI - 1 5.5' (NGV dpsy:,.39111aziorces Seco 4$4,ikv?,1,(0))/i bo i 1 ace �10 VP CAP 125 ili7 'V !) r a s a s z igTaINIM SEP 18 2018 NATURAL RESOURCES DIVISION DEPARTMENT OF REGULATOR" AND ECONOMIC REEOURCEE Gr L. LLLLLLLL L L ILLLL ici L L L I; m 0 L L vsc J R. LLL F.a3_ 1 L L`,L,' o "NipL t. L 0P LL �y L IC L L ' J.Ji.IiLLLL L LLI.LL.LLL L LLLL!!_L' LL'LLLLLI • 10-20-17 date issued AB drawn checked project no reV1e,onS: • Sheet no. S-6 8 OF 7 as a a TOP /SLAB ELE\ 9 25'(NAVD) 36" CAP 2'_4" e 8 TOP / CAP ELEV 6.25' (NAVD) DRILL $ EPDXY G" MIN. INTO EXISTING KNEEWALL AND NEW CONCRETE CA MI1W .I0">i +3:0' (NGVD) -0.58' (NGVD) 4 100 Fr t� 0 /PROPOSED I 0 SECTION B-S7 op SCALE:3/8" = I'-�%� BERM ELEV.mop - . 0 ,i.`R/ QLACe_NkJRAL L ggeAtcev S& Awa CONC. PILE TIP/ ELEV. - 1 5.5' (NGVD) 1 } 41/T6F 6F C gc‘ 6" THICK SLAB 1 1'-0" 1 2" WIDE x 16" DEEP GRADE BEAM WITH 2#5 TOP, 2#5 BOTTOM, #3 TIES @6" O.C. REFER TO SECTION A S-5 FOR NEW CAP PANELS AN PILE DESCRIPTION AND REINFORCING DETAILS. 4,"re lya� RM Coastalo'er R �G , ��o� Resou� Re9ula�'�,46\6 Cmsi°^ rMRRRp� �Q 'or —NEW 8 CMU KNEEWALL •.• .. n ,, , ; , .11... - . 1 PL 8" x 1/2" x 8" A-3G STL, w/ 2"0 110LE IN CENTER 3"0 GALV. STEEL 501. 80 PIN PILES SEE PLAN FOR LOCATIONS. 4- #4 X 4'-0" HOOK BARS POINTED STEEL TIPS TIP ELEV. @ -20' BELOW GRADE MIN. AND TO REFUSAL, 2", DV SEP 18 2018 NATURAL RESOURCES DIVISION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES L` `LLLLLLLLL E L �; ILLLL1L L L IWM L CO Lz U N.��pL L �et' L L C LLL L ! ) ! L -Wt.I1,LLLL LY I I I i L ILLLLLLLL. - •e • • • 1 : : 1 , ai co o O i 10-20-1 7 da'e Issued AB drawn checked Project no revsons: sheet no. S-7 7OF7 1