I

GENERAL LEGEND: AF BCR BM ca CII. cu: CLP c:es

CONC CIS DE D E El.£ XO.OCI' EOP &OW FF FH fN INV FIP FIR FNt> L MDCR N NII) MF ORB Ol8 P8 PBCR PC PG PL P08 POC Pl/CF R Am 8

8/W 8/W.I: SIR SHD UE UP w WIF

WIU

• ALUMINUM FENCE., BROWARD COUN1Y RECORDSa BENCHMARK• CATR'I' Cll8 81111.DlNG t1000

LOT3

tF lD.

LEGAL DESCRIPTION: LOTS 1, 2 AND 3 OF "HIGHLAND BEACH ISLES" ACCORDING TO nfli PLAT THEREOF, AS RECORDED IN PLAT 800K 25, PAGE 18' OF l1IE PUBLIC RECORDS OF PALM BEACHD COUNTY, FLORIDA..

CERTIFICATIONS:

MICHAEL KRAFT ENTERPRISES, INC

MAY 2 0 20 0

HIGHLAND BE H BUILDING DEPM 1ENT

SURVEYORS NOTES: (1). ANGLe8 F SHOWN AR& REFERENCED TOTifE RECORD PLAT AND ARE A8 MEASURED. (2). LEGAL DEICRIPTION PROVIDED BY CUENT UNLE88 01HERWl81! NMEO. fa), NO UNDERGROUND UIPROVEIIEHTe LOCATED EXCEPT A8 SHOWN. (4), TNIS SURVEY WAS PREPARED WITHOUT THE BENEFII' OF A fflLECOMMITMEN'rTHEREFOR THE ONLY SUIM!Y MA11ER81HOWN ARE PER THE RECORIJ PUT, THERE MAY 81! ADllfflDMAL UAT11R8 OF RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE PUBUC RECORDS OFTHl CORRESPONDING COIINTY'Ofl' RECORD. (5). THIS SURVEY 18 FOlt CONVEYANCE PURPOSES ONI. Y (6). THIS SURVEY IS NOT lO BE USED FOR CONSTRUCTION PURPOSES AND/OR NEW DESIGN.

REVISIONS: OATE: SCALE: 1 .. • 30, THIS SURVEYS MEETS THE STANDARDS OF PRACTICE M SET

1-------------+---+--------,t FORTH BYntE FLORIDA ARD OF PROFESSIONAL SURVEYORS ALL COUNTY SURVEYORSFtELO LOCATION OF IMPROVEMENTS 6/30/2018 CADD: U AND MAPPERS INC u

17, FLORIDA ADMINISTRATIVE CODE. . .

_ vi 1------------+----+-CHE_C_KED __ BV-:-JB-P

---1

-s JULIO S. PITA. PSM.,8TATE OF FLORIDA INVOICE#: 11• 47648 PROFESSIONAL SUI\VEYOR AND MAPPER LS 5789

------------+------1i--------- NOT VALID WITHOUT THE SIGNATURE AND TH! ORIGINAL RAISE:D ���0Rive SHEET t 1 OF 1 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1Mvte.FI.ORIDA3332811111TE21

GENERAL LEGEND: N' BCR BM CB en. a.F CLP CBS COHC CIS DI!! D E EI.E X0.00' EOP &OW FF FH l'N lffV FIP FIR FM) L MOOR N Ni1) MF ORB OIS PB P9CR PC PG PL POil POC PVCF R rw, s 8N{

SNI.E SIR SND UE UP w

W/F WAI

•AUJMIHUMFENCE "BROWARD C0UH1Y RECORDS ,.SEN� •CATCHWIN •CENl'l!RL!NE •CHAIHUNKFENCE "CONCftm"E LIOl4T POU! "CONCRlrre BLOCK STRUCTURE •CONCNm: • CON0R&'ll! SI.All • DRAINMI! !AS!!MENT "DELTACcamw..ANGU:) mEASl' •EU!VATION • ElCISTlNG llUiVATIOH • eOOEOFPAVEMEHf = EDGE OFWAlER • FIN\SliED FlOOf{ • FIRE HYORANT >, =FOUND NAil ii( .. ,f'M!ltr I "FOUND IRON PIPE f!!· •l'OUNDIRONROD � "FOUNDNNLANDDISC ;f � ,. ARC I.ENGTlt � • .. MIAMIOMIECOUNTYREOOROS I .. i •NORTH •NAII.ANDDISC = METAL FENCE "OFFICW..Rl!CORDS BOOK ,.OFFSET •PlATBOOK •PALM BEACH RECORDS • POINt OF CURVAl\JRE • PAGE "PROPERlV LIHE • POINTOl'&!OINNlNO • POIN'l'OF COMMENCEMENT cPIJISTICFENCE •RAl>IIJS =RIGliTOl'WAV •SOUTH "SIDl!!WALK ., elt)!WAUC l!AlleMl!NT • SET 112' IRON ROD ,. 8eT NAIL &DISC otUTIUTYEASEMl!NT = UilLl1'V POL!l awesl' "WOOD FENCE •WATER METER

0,4'. fN

Boundary Survey

PROPERTY ADDRESS:

1008 Bel AIR DRlVE HIGHLAND BEACH, fL 33487

,.

1WOlmlf\Y cu:::m /

/

LOU

existing concrete seawall,cap and pilings to remain

NOTE:

I

!

ig i1t !

INTEROOASTAI. WATERWAY

'l'W08TOI\Y Clllllltall!NG

SIOOI LOT3

Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain

1) WOOD OOCK ININTRACOASTAL WATER R/W

EXISTING CONDITIONS "SCALE: 1" � 40'-0"

't t l ,......._,.,_·., iPt/2'

IA

1.4'

LEGAL DESCRIPTION:

LOTS 1, 2 AND 3 OF "HIGHLAND BEACH ISLES" ACCORDING TO 11fE PI.J\T THEREOF, AS RECORDED IN PLAT BOOK 25, PAGE 154 OF THE PUBUC RECORDS OF PALM BEACHD COUNTY, FLORIDA

CERTIFICATIONS:

MICHAEL KRAFT ENTERPRISES, INC

SURVEYORS NOTU:

(1}. ANGUS F •HOWNAR& RifERINCEO TOTIIE RECORb l'LAf AND ARE A8 UEAIURJlD. (2), LEGAL DESCRIPTION PR(MDS) BY CLIENT UNl.£88 cmteRWISI? NOTED, Pl• NO IIND&RGROUND IIW'ROVEIEfflJ LOCATED EXCEPT A8 SHO\'t'N, (41, 11fl8 8URVET WAS PREPARED wmtOUT THE liffllFIT OF A fflLE COMMITMENT THEREFOR 1HE OHLV SUIM!'f MA111iRS Sffl)WN ARE PER TH! RECORD PLAT, THERE MAY BE ADDITIONAL MAfflU OP RECORD, NOT SHOWN WHICH CAN BE FOUNI> IN THE PU8UC RECORDS OFTHli CORRESPONDING COUNTY OF' RECORD. 15). THIS SURVEY IS FOR CONVEYANCE PURPOSE$ ONLY 161, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES AND/OR NEW DESIGN.

Cari G. Forbes PE. 1000 South Dixie HWY, West; Suite 1

Pompano Beach, Florida 33060 Email: Carfforbespe@yahoo.com

License NO: PE-20699 Phone:954-682-6651

REVISIONS

Orawntr,: CA

Cl'wclwdby: DJN

Date: OC/161'2D

Jobllo.: 1-

� EC ..c: (/)

E

TPOLE

K STRUCm.JRE

E

Existing concrete seawall, cap and pilings to remain

SLIP

1

TWOSTORY CBS BUILDING

/ #1008

/

/

LOf2

SLIP

2

Existing 221' x 3.55' (5.55' from wetface, 1224. 7sf) wood dock to remain

68' 7"

NOTE:

1) WOOD DOCK IN

,I

I

248.90' IN'JERCOASTAL WATERWAY

SLIP SLIP

4 5

New 1 0000llb elevator lift in Slip #3 (To be permitted separately; not part of this permit request)

20' .1.. ..1 .. 111 '-6"

............... .-... ............. ...................... .

PROPOSED CONDITIONS SCALE: 111 = 251-011

1WOSTORV CBs BUll.DJNG

#1008

LOT3

Turbidity curtains in place during installation of pilings

SLIP

6

10' �

..... ....

1.9'

New 1000011b elevator lift on (2) new 12" dia wood pilings,with 20' x 12' PWC platform(240sf) in Slip #7 (Herskovitz)

Carl G. Forbes PE. 1000 South Dixie HWY, West; Suite 1

Pompano Beach, Aorlda 33060 Email: Carfforbespe@yahoo.com

License NO: f>E.20699 Phone: 954-682-6651

24' -1

IN PLAT BOOK 25. F

RECORDS OF PALM

CERTIFICATIOI

MICHAEL KHA

SURVEYORS NOTI

(1). ANGLES IF SHOWN RECORD PLAT AND AR (2). LEGAL DEaCRIPTK OTHERWISE NOTED. (1). NO UNDERGROUNI EXCEPT AS SHOWN. (4), THIS SURVEY WAS OF A TITLE COMMITMEI MAffERS SHOWN ARE MAY IE ADDfflONAL M WHICH CAN BE FOUND CORRESPONDING COU (5). THIS SURVEY IS FC

REMSIONS

Drnnby. CA

Ch>cl

Wetfacl Property llnl ---- � � �---=== �--....... ---- .--..- - - - - -- - --

Existing concrete seawall, cap a1nd pilings to remain

SLIP

1

SLIP 2

SLIP 4

SLIP 5

SLIP

6

10' 1.. ...1

Existing 221' x 3.55' (5.55' from wetface, 1224.7sf) wood dock to remain

New 1000011b elevator lift in Slip #3 To be permitted separately; not part

of this permit request)

New 1000011b elevator lift on (2) new 12" dia. wood pilings,with 20' x 12' PWC platform(240sf) in Slip #7 (Herskovitz)

68'-7" .. , ...

20' 111'-6" 20' 24'

SITE PLAN SCALE: 1" = 201-0"

General Notes: 1. New lift pilings to be 12" dia. CCA treated wood pilings.2. All pilings to be driven 8' into strata. If hord strata is encountered, a 2'

minimum All pilings shall be driven to develop a minimum allowable bearingcapacity of 10 tons and shall penetrate a minimum of 8' into yielding material or2' into rock. Turbidity barriers are to surround all in water construction areasduring piling and/or panel installation activities.

3. Turbidity barriers, if necessary, are to surround all in water construction areasduring piling and/or panel installation activities.

4. Elevations shown are based on the North American Vertlcal Datum of 1988.5. Design in accordance with 2017 6th Edition of the Florida Building Code.6. Construction methods, procedures, and sequences are the responsibility of the

Contractor. The Contractor shall take the necessary means to maintain andprotect the structural integrity and serviceability of the construction at all times.

7. Any discrepancies found for any circumstance between the structural plans andthe existing conditions found on site and/or any conditions that were omitted onthe plans will be the responsibility of the Contractor to immediately bring to theattention of the Engineer of Record.

8. Existing conditions are unknown, therefore, worst case conditions have beenapproximated. all existing conditions are assumed and must be confirmed by theContractor after permitting.

9. Engineer:s Limitations of Responsibilitx; The Engineer shall not be responsible forthe qu_a�1ty or cor1;position _of �oteri�ls, fabrications, construction inspection,superv1s1on, or review, special inspection, or the quality and correctness of c?nst�u.ctlon unless the appropriate submissions, reports, approvals, inspections,site. v1s1t, con�truction revi�w, or spec!al inspections are performed by theEngineer or his representative as required herein, and then only such res�onsibility as is associated with the specific work performed as is commonlyassigned a structural engineer in relation to other engineering and constructiondisciplines associated with the project.

10. The Engineer shall not be responsible for site and construction safety and/or thesafety of construction workers. Site and construction safety is the responsibilityof the Contractor. The Contractor shall be responsible for the safety of hisemployees and the safety of the employee of all subcontractors to the project.

11. Engineer's Statement of Compliance: To the best of the Engineer's knowledge, thestructural pl?n.s and specifications presented herein comply with the applicableminimum bu1ld1ng codes, standards, and practices.

REVISIONS

llnMnbf: CA

ctec:t.edbr. om

Dal&: 04/t&'Z)

Joi> No., 19-1165

� SP .c !/)

15'

12'

Proposed 1 0000lb lift with 20' x 12' PWC platform; See typical manufacturer plans for details

= O>

I tr}

MHW +0.36' NAVO

MLW •1.99' NAVO

13'

New 12" dia. wood lift piling

LIFT DETAIL (SLIP #7) SCALE: 3/8" = 1 '·0"

Existing we7 3' -5.2" 2' 1'

,...

...

OP

I

wl

�, ...JI �I �, �I a..1

Existing dock 11 to remain; I

lev = +4.0' N��O

I

, .. •' •.. .

. .. ·.·

xisting dock pilings to remain

·xisting grade to remain

Existing seawall, cap and pilings to remain

REVISIONS

Orawnby: CA

-by: WN

Oar$: 041161ZJ

Jobflo.: 19005