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HomeMy WebLinkAboutApplication and Supporting Documents- Cof`vfiani ay' o� Plannag Departincri & Office of Zoning llllp: 'w%yw rijrniLQy.corn(p * 'NCO OP. {aa'IO * Ill(R;,_'NM14'N%.7T&1 'l=Vy.COnY�nli E-nnll-yp1aaq j v.cnm r) R t Plannir (305)416-1400 Zoning (305) 416-1495 First Name: Ryan Last Name: Email: tsheddCamiarrigov.corn a , k LTJ First Name: Arthur Last dame: Noriega Corporation: City of Mani Address: 444 SW 2nd Ave City: Mani State: Florida Tip. Email: anoriega(&miami}uv.com Phone: (305) 416-1025 Comprehensive Plan Application Application Shedd 33130 Fist Nam: Last dame: Corporation: Mrs e County Parks Recreation and Open Spaces p Address: 275 NW2 St City: Marri State: Florida Gp: 33128 Email: nataknenraCaniarn idadc.gvv Phone: (305) 755-7800 Pro,jcct Name Hobic Mich Island Coi- Inclxtime Plan Anrtxinrnt Project Address: 3301 RICKENBACKER CSWY Unit Number. City: Mimd State: Florida Tip: Master Folio Number. 0142170000020 33149 NOTICE Th, submittalneedsto be sch.dul d b, a public hearing a.rhan�wkhbmallnes &f.thinthaCity m Miami EW,. The appUud, dmi-, mating bWy mil renewihe IntormaAon at the pebk hearing t. n:nber a rec.--lotion or a final d-i— PZ-20-8889 11 /26/20 That under the penalty of perjury•. I declare that all the aubrtration contained in this permit application is accurate to the best of mY knox" • That NO work or installation wall coinrence prior to the issuance of a building per rit and that all work will be performed to nret the readatalg construction and aoning in this jurisdiction. • I will. in all respects, pertonn work in accordance with the scope of the permit. the City ofMiani's codes and all other applicable lam ordinances. • That all i-ibmation given wdl be accurate and that all work will be done in compliance with all applicable laws regulating construction • That separate pemits may be required ed unless specilicaM cozened with the sunbrritunl of this application • That there may be additional permits required from other entities. • Fees shall be paid prior to the renew and issuance ofthe pentit, as necessary. • Permit fees are non-refindable 1rf1� tin �r'rL NOTICE This submittal needs to be scheduled for a public hearing aordanm wkh brneilnes set forth in the City M Miami Cwtl . The applka Cie tlsl-n-making bWymil reM—the InformaAon at the pabk hearing to render a —.—ndatlon or a final d-i— PZ-20-8889 \\ 11/26/20 • ` ��Tv t ..... . <oxw' NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of - - Miami Code. The applicable decision -making body will review the information at the public hearing to render a -- - _ recommendation or a final decision. —� — �.°t o PZ-20-8889 11/26/20 — . -S41 'J =r,J MAE M- DID mmoEL �Vv op • rir ft� O R , O NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of —. Miami Code. The applicable decision -making body will .—_ review the information at the public hearing to render a recommendation or a final decision. PZ-20-8889 WWI 11/26/20 ii 111 �,�Er ¢ 1 ' r; ll� JIM F ar- J ?��J '.ter L� • „`.+'.Yp ry •� i r �t NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code. The applicable decision -making body will review the information at the public hearing to render a recommendation or a final decision. PZ-20-8889 11/26/20 wlal PZ-20-8886 PZD-1 3301 Rickenbacker Cswy Hobie Beach Island Park Comprehensive Plan Amendment 1�J L11Y'f]F� NOTICE rni..obmidal needs m —h.&w d mn. pabk heeling In—nd—wM1h tlmellne. set f,& in the City & Mlami CWe. The appdwde decision -making bWy will renew the inbrm ,at the pabec hearing to rentlene re�ommenaation nnennal eeudon. kPZ-20-8889 / " 11/26/20 AA Name Description Notes PAP-1 Signed Comprehensive Plan Amendment Application PZD-1 Index PZD-2 Pre -Application Meeting Form City Application - None PZD-3 Signed LOI PZD-4 Application Analysis City Application - see staff analysis PZD-5 Existing Future Land Use PZD-6 Proposed Future Land Use PZD-7 List of all folio numbers PHO-1 Context Photo PHO-2 Context Photo PHO-3 Context Photo Titij of �Hiami �eqY of Ntklk NAIU November 24, 2020 City of Miami Commission Miami City Hall 3500 Pan American Dr Miami, FL 33133 NOTICE This nbm tal needs m be ach.d.Ld for a pu bk hearing rcortla .. tlmellnn sM forth In fhe[Ity1 Mlaml CWc the apph=a dmsion-making LWy mil reHew the inPgrreatlgn at the m bk hearing to re d,, a rnentlaEpn ora fins l Gecla on. �aPZ-20-8889 \` 11/26/20 Re: Letter of Intent — PZ-20-8886 — Comprehensive Plan Amendment for a portion of the property at 3301 Rickenbacker Causeway, Miami, Florida. Dear Members of the Commission, The Planning Director, on behalf of the Arthur Noriega, V, the City Manager, is submitting a Comprehensive Plan Amendment for a portion of the property located at 3301 Rickenbacker Causeway. This letter serves as the letter of intent for the application, ePlan file ID PZ-20-8886. The requested Comprehensive Plan Amendment would amend the Future Land Use Map by designating a portion of the property as Public Parks & Recreation. The property does not currently have a Future Land Use designation or a Transect Zone. Address Lot Size Existing Proposed Existing Proposed FLU FLU Zoning Zoning 3301 514,536 sq. ft. None Public Parks None CS Rickenbacker (11.8 acres) & Recreation (Civic Space) Causeway The property is located along the Rickenbacker Causeway, between the mainland of the City of Miami and Virginia Key, and contains approximately 514,536 square feet (11.8 acres). The property is bounded to the north by the right-of-way of the Rickenbacker Causeway, to the east, west, and south by Biscayne Bay. The affected property makes up the southern half of small island over which the Rickenbacker crosses on its way to Virginia Key and Key Biscayne. The northern half of the island was subject to a Comprehensive Plan Amendment in 2015 for the same request to Public Parks & Recreation. The property serves as a public park, owned, operated, and maintained by the Miami -Dade County Parks Recreation and Open Spaces department. This application has a companion Rezone application, ePlan ID PZ-20-8889. In order to comply with Parks, Recreation, and Open Space Policy PR-2.1.1, the City's policy establishing no -net -loss for park space. This pair of applications is being submitted in connection with another pair of applications requesting a Comprehensive Plan Amendment and an SAP designation for the Jungle Island theme park. Those applications are filed in ePlan as PZ-19-4295 (Comprehensive Plan Amendment to change the Future Land Use from Public Parks & Recreation to Restricted PLANNING DEPARTMENT 444 S.W. 2nd Avenue, 3rd Floor / Miami, Florida 33130 / Phone: (305) 416-1400 Fax (305) 416-2156 Mailing Address; P.O. Box 330708 Miami, Florida 33233-0708 Commercial for 5.379 acres) and PZ-19-4392 (Jungle Island SAP, with a Rezon acres from CS to T6-12-0). Figure: Existing Future Land Use Map Figure: Proposed Future Land Use Map NOTICE Thie eebmieel,eeee m —hedeied mr a pebk h—,g —d— wm hmell,ee set forth i, me City & Miami Cctle. The appliwde decision -making bear will rewewme inbrmation at the pebc hearing to render e recemme,datie, er a final decide,. PZ-20-8889 For a full analysis of this Comprehensive Plan Amendment and its accompanying documentation, see the application package and staff analysis. For questions or concerns, please do not hesitate to contact Ryan Shedd at rshedd�miamigov.com or 305-416-1315. Sincerely, eremy alleros Gauger Interim Planning Director MIAMI 21 (EXISTING) EPLAN ID: PZ-20-8889 REZONE 62 N 7- 0 415 830 1,660 Feet RICKR CSWY NOTICE Thissabminat—d m ba s�haaa�e m, a p0- haa,e,g �olean�wkt t—Ill setfont h, tta citym Mlami m,. The appliud, dsl-, making bWy will "'m the infortnaAon at the pabec hearing to —dtl , a recommendation or a final d-111. PZ-20-8889 11 /26/20 1 ADDRESS: 3301 RICKENBACKER CSWY (COUNTY ADDRESS) 5=R M IAM 121 (PROPOSED) EPLAN ID: PZ-20-8889 REZONE CS N 7- 0 415 830 1,660 Feet CSWY NOTICE Thissabminat—d m ba s�haaa�e m, a p0- haa,e,g �olean�wkt t—Ill setfont h, tta citym Mlami m,. The appliud, dsl-, making bWy will "'m the infortnaAon at the pabec hearing to —dtl , a recommendation or a final d-111. PZ-20-8889 11 /26/20 1 ADDRESS: 3301 RICKENBACKER CSWY (COUNTY ADDRESS) PZD-7 PZ-20-8889 List of Folios 1.2 County Address: 3301 Rickenbacker Causeway Folio: 01-4208-000-0020 1�J L11Y'f]F� NOTICE rn1.­e. m—Iheae�e m,. pabk h.,, ,g In arcortlana wM1h tlmelln1ld forth in the City & Mlaml CWe. The appU-U' decision-mahing bwywill rewewihe inbrmation at the pabec hearing t. —dtl ,. ,ecommenda ., o, a final eecmen. kPZ-20-8889 / " 11/26/20 AA 500 Foot Radius RICKENBACKER CSWY 5Oo Foot Radius Subject Property Parcel NOTICE Thissabm A—d m ba s�haaa�e m, a p0- h—lg �oldl— wkh hmarmg sit ronh h, tha city m Mlami m,. The appliud, dsl-, making bWy will "'m the infortnaAon at the pabec hearing t. —dtl , a recommendation or a final d-111. PZ-20-8889 11 /26/20 1 There are no adjacent properties within a 500 foot radius of the affected property. • Signed Letter of Intent [PZD-3] • Application shall be signed by the owner- check this with Kemarr. • Application Analysis [PZD-4] • Survey [V-1, V-2] • Legal Description(s) & Sketch of Proposed New FLUM Designati [PZD-$] C NOTICE mis submittal needs. be scheduled ror a pub- hearing cord once with dmellnes-forth in the City of Miami Cotle. The appl-de ticsision-making bodywill renew Ne inbmmalion at the public hearing to lender a n-somrnentlation or a final deeison. PZ-20-8889 / �\ 11/26/20 /� Q LOCATION MAP RICKENRACKER CAUSEWAY HURRICANE IRMA REPAIRS - AS -BUILT HOBIE ISLAND AND VIRGINIA KEY MIAMI—DACE COUNTY PROJECT NO. 651014 FROM: STA. 43+80 TO= STA. 244+00 END PROJECT CTA:1 r]2+BT BEGIN PROJECT BEGIN PROJECT STA. 188+24 STA: 43+T5.84 U MIAMI Al n RICKENBACKER 4's '` -- p CAUSEWAY sandB 111 aarkQ\ GarOe ¢� HOBIE ISLAND Mz a. 5.. R�' 11111..aiar Q Seim y .ir,ol e aaO END PROJECT Q Mieml Mar ne SleEium $TA: 244+00 �y© Miam Ro ng CluhQ BISCAYNE BAY Da; axe c.,a. y vv9mie skier eaaks VIRGINIAKEY PREPARED FOR MIAMI-DACE MIAMI-DADE COUNTY PARKS, RECREATION AND OPEN SPACES DEPARTMENT VICINITY MAP NOTICE \�1Z-2041889 112&z0 INDEX lae (NI-ze) 1.14 woauo �caoE33 oF 01 coOEla1EO 2Reoa NWN GPS CONTROL —TER CONTROL ­1 ON LOCAL TO RFIER IAMI IT o RIONTALPAT"' PAN a,teeaNN To F`E LOW THE PARK NO AREA THE "ARK S A CONCRETE "ONU"EN WITH A eta e8yoo dig % F aw. eot...ioe..Re. or. 1-90o 432-4770 naenme SYme oae 0"'_- AB -BUILT DATE: 04-30-2019 ■ � R9SFU ■ NF OF �Ss �°FHer ■ G�G00 s.67 ■ 5 20 44 2 ■ Q ■ 5.72 ■ 5.44 Z 5.52 5. 0 5.64 5.60 ■ � 535 ? ■ 5.65 1 SWALE 1 69 5 49 5.49 ■ 5.44 ■ W� YxZs �69 5.65 ■ ■ ■ ■ 9ry ■ ■ ■ ■ Bill 5CAVNE SAY �4¢ .� a ® � KO s.0o 60 RICKENBACKER `Q MIAMI CAUSEWAY 9' 6.05 90 Z HOBIE ISLAND ® 5.95 �e = o/ © U 5.78 76 Q KEY MAP .to 554 5.82 NOTICE m �PZ-20-8889 11f2&20 • RL!T STA 43+75.84 5 0 1, / OFF' .48 FSET-2854 REVEE ETMENT 5,73 LL / V RESTORATION LIMITS 9W Q' z o °' P �g 219 LF OF REVETMENT RESTORATION. '12 V [� SEE REVETMENT -TYPE 1 DETAIL, SHEET DET-1 RE -CONSTRUCT BEACH ACCESS 11FLUSH AND BEUOSECPAVEPSU RED SLVAGE 46x0 01 1 s.63 RE -INSTALLED DETECTABLE WARNING._/j / 6EE DETAL 3 SHEET DET-2) 3.09 1,95 _ / STA 48+56.87 5.42 6.21 OFFSET=37.49 REVETMENT RESTORATION, 54 \ 6` 3 R 2 SEE REVETMENT -TYPE 2 REPAR 65' LONG 10 Wlpf LF AS 5.66 5 TO STA 49+25.1 F DETAIL, SHEET DET-1 BEXCH P0n0 PER DETAIL 2 T`R PAVEMENT 4J M4-4� RESTORATION. SHEET DET-2 OFFSET=29.98' R3-1 11, ��� LIMITS OF SPEED 596 6_70 \�k4L7q RESHORATION OFF 49+37.13 LIMIT x s.2 6.04 , -FAEMF�� OFFSET=29.78' 6.85 NI _ LIMITS OF STA 50+19.9fi 628 �� \ ek ST _ RESTORATION STA 49+56.10 OFFSET=27.46' . 4.4 6.22 EucE� L/GNT _ OFFSET=28.73' STA 50+00 OF PAVEMENT 6, 3 7.31 \ STA 48+90 7AgF� LIMITS OF RACK LIMITS OF 9 6.60 NFD 7. 5 RESTORATION STA 123+13.77 RESTORATION 6.62 �'� 730. OFFSET=28.93' AHEAD 4(pxLIMITS OF 6_80 x SS 6,85 -�9 KK 718 ��_ GEATOP21oN ,�y ® 4 i 7 Os wsnNc ■ zn -, 0 CAUSEWAY ■ 7.35 0 6,68 �72 ® 6. i 7.07 EGO■ 4 ■ ■O Ri-2 WSK / STA 45+95.0 curse kETE xFo� x4s 7.21 6.92 6.83 7.05 �� �_ 1 7.28 �96 6.90 -�,\ ■ ,\\y OFFS€T=4599' }� `f fK �- -- 6.84 N LIMITS OF ■ REVETMENT o .6 RESTORATION ■ RESTORATION LIMITS 7T 7 7. .5 6.57 6.9 - _ ■.1 EXISTING REVETMENT NOT TO BE DISTURBED 2. S[[��L CT x SC e A STA 48+4910 14.3 OFFSET=59.18' REVETMENT 7.07 6.88 6.so 6 97 7.20 _ - ■ 5 95 -��, �- _�„ ■ w LEGEND FILL WITH SAND i� PROP. CONTDURS 7.35 EXIST. SPOT ELEVATION 3.00 AS -BUILT SPOT ELEVATION ,,SO AS -BUILT ELEVATIONS C� / /[� LIMITS LAiION 7.19 14 .17 7. 6 -2-■ V ` "a r 7.U3 7. 1 7.27 6.7 / SWA 2 - 0 - r Q WWI x 3.a STA 49+08.0 h6� 7.36 5.85 6.60 6.16 ■ � ■ OFFSET =58.33' J// MNW L REVETMENT 1 7 0 0 9% 6.42 EXIST. MHWL x o.s RESTORATION LIMITS 410 ■ MNINL'F MHW( 6.85 ■ 4� ■ 10�20 STA 123+39. '-� IN 60 LF REVETMENT RESTORATION. q VW OFFSET=39.60 3.94 STA 123+53.45 ■ SCALE FEET 20' SEE REVETMENT -TYPE 2 DETAIL. SHEET DET-1 REPAIR 12 LONG 10 WIDE AS PER O I OFFSET=28.90 ■ LIMITS OF ■ DETAIL 2 TVP. PAVEMENT STA 50+56.874 RESTORATION I ■ RESTORATIONSHEET DET-2 , R1-1 OFFSET=30.77' WL 20 LF REVETMENT RESTORATION. NOTE' SEE REVETMENT -TYPE 2 DETAIL, REPAIR 13' LONG 10' WIDE ALL SCALES INDICATED SHEET LET-1 AS PER DETAIL 2 TVP, PERTAIN TO FULL SIZE R4-7 PAVEMENT RESTORATION. DRAWINGS (22x34') SHEET DET-2 + AS CRATE: 04-30-2019 RE -CONSTRUCT BEACH ACCESS Q A2. FLUSH CONCRETE CURB. r SALVAGE AND REUSE PAVERS AND RE -INSTALL DETECTABLE WARNING. (SEE DETAIL 3 SHEET DET-2) U K BA STA 125518 0 OFFSET 0 53.8 z _ U U EB CAUSEWAY DROP CURB REPLACE REPLACE DROP REPLACE DROP CURB WITH ry D CGN C. CURB LIMITS CURB. REFER TDETAILS 4 & s SHEET DET-2 EXISTING '-_� CAUSEWAY \ _________ EOP _ ■ -'�- -__ - -'-�__12�+00 -_ 26+73.01 8+4,3 _ ___ -25+00 -- - - - - REPLACED DROP wmwo CURB LIMITS me1"° OFFSET47 = K� REVETMENT --�_ --_- - -'-- - - _________ STA 127193G SET- 340 RESTORATION LIMITS 5.41 ----_- 5,85 -- 6.00 EX ST LIGHT ■ 5.98 5,60 550 - ■ 079 XISTING EDGE 5.94 -_-- _ ---- ---- _ 6.19 OF PAVEMENT 6.04 0.49 618 ____-----__--- ■ 618 _�'✓� 5,22 -_ - _ _-- 575 0.3%--6.32----_ ■ 6.4-0 h- s.aa 127+0 -aas----------- � -- ■ 6.48 _ _ ■ 126h 73.01 - ■ h 6.70 0.5 0,3% ■ ■ 4 14 6 52 .�di 'tea11 1. .1 ■11 ��-� 6.' ■ 6 ^ 4.55 ■ 4.51 • ■ MHYyI �- ■ MHWL ■ ■ M HIT HWL ■ EllTN i`°"`'"` `Una STA 125+75.08 BEACH ■ OFFSET- 79.7D ACCESS ■ NO 2 ■ STA. 125+85 m OFFET= 84,20 STA 126+12S OFFSET= 58.9 REVETMENT RESTORATION LIMITS LEGEND FILL WITH SAND PROP. CONTOURS __ 35 EXIST, SPOT ELEVATION } pp AS -BUILT SPOT ELEVATION AS -BUILT ELEVATIONS BISCAYNE CAV RICKENBACKER MIPMI CAUSEWAY HOVE ISLAND eKEY MAP by 3 59 171 ry e" 6.49 a x 5.oyti `� BISCAYNE BAY 22B LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 EXIST. MHWL STA. 128+16 DF FAET- 529 REVETMENT RESTORATION LIMITS 68 LF REVETI SEE REVET ME SHEET PET f` N Q REVETMENT RESTORATION 0 LIMITS STA 128+743 OFFSET- 49.2 REPAIR 358' LONG 12' Z PAVEMENT WIDE AS PER 2 TVP, J RESTORATION PAVEMENT RESTORATION, LIMITS SHEET DET-2. I r Q ---- ■ ■ ■ ___________ 661 _ 0 ■ 6.70 ■ 6,60 682 6.70 ■ 0 37 0.39 ■ ■ 6�80 _m ^ 7�05 . � x ■ e 6aI 6 i ti�9 06x 24■ M■ 3.00 7 FWL ■ 04 ■ ■ o_ STA 128+97.6 ■ OFFSET- 62.42 ■ REVETMENT ■ ■ RESTORATION ■ LIMITS 323 LF REVETMENT ■ RESTORATION. SEE ■ REVETMENT -TYPE 1 ■ DETAIL. SHEET BET ■ E� 100 0 220 SCALE 1N FEET = 20' NOTE. ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22x34C NOTICE PZ-20-8889 11f2&20 • n EI E z AS -BUILT DATE:04-30-2019 RiCKENBACKER CAUSEWAY RE -CONSTRUCT BEACH ACCESS p3. FLUSH GO CRETE CURB. SALVAGE AND REUSE PAVERS AND RE -INSTALL DETECTABLE WARNING: (SEE DETAIL 3 SHEET DET-2) STA. 132+16,70 OFFSET- 62,55 PAVEMENT STA: 132+30 STA 133455,40 STA'. 131+98 RESTORATION OFFSET- 62.60 REPAIR 140 LONG 6' WIDE OFFSET- 49.56 REPAIR 358 LONG 12 OFFSET= 67,70 LIMITS PAVEMENT AS PER DETAIL 2 TVA. PAVEMENT ■ WIDE AS PER DETAIL 2 TYP. REVETMENT ■ ■ PAVEMENT RESTORATION, RESTORATION RESTORATION PAVEMENT RESTORATION, RESTORATION EXISTING ■ ■ SHEET DET-2. LIMITS IMITS SHEET DET-2. LIMITS CAUSEWAY ■ ■ EOP ■ ■ EX S1. LIGHT _ ■ ■ -- --------------------- ■ ________ _______ ■ __ _-----134+00 _5,60 135+00 31+00 32+ 8z 33+0 ■ 130+00-------------- ----- --------- - - - - ---------------------------------------- 62 550 5. _ ----_- 6 20 6.09 5 50 5 50 + ■ - �� - - --�4 - -- - O q &33 5.83 5_WO 64 7 01 + L--___--548 ASPHALT PAY, _ --- ® XISTING TYPE "D" ■ M GO ■ --- - �SWALE 6.40 O 6.07 ■� N Z 624 4I1 6' 0 5.75 CONCRETE CURB. 05% ■ 6.00 6.08 .24 I 6.60 0 l 6 �� ■ Q ■ sai SWALE 6.05 ` 5,96 5.95 5,32 a ■ (n Q ■ `iE CH (Tva) 6 27 ] 6.42 614 EXISTING EDGE OF 5.97 e ■ rn n .55 6 42 P"�H eaicu (Tvp) 6 28 620 �� 0�5� PAVEMENT. CONCRETE 5.90 0 ■ ■ I 0.39 6.38 PAVERS (TVA) ■ Icrc (�vpj 6 7 ■ w ■ b\r __4L 6.80 an6Ea BH 33 62O 6.35 6.27 6.37 6.45 '47 0.3% 6.47 PA�6.4O 5' yry SAID eEncH (TIP) xp'^g ax ■ z 0.3% �v-� h' ■ J (_6. 63 I2i: MaJ b` � 6.65 6.65 6.60 B, by bap, yr I Po�ry e ■s� A 11 "1 ey6.57,b�h 6.46.54 a6.48 6.54yb 2a 0^ q�4.07CE ' 9.15U So- ■■ Q 1,1 (TIES 4.07 0 WL McWL IAHAF i ■_ 2.4 3.OD ti M'Wl 3 ■ ■ IT MHWL MuwL T nwL ■ ■i MNwI 3.00 + HwL rp�wL M ■ ■ ,rcrc -1 ■ ■ ■ ■ 0 -o.T x-- �� ■ ■- z o MHWL EL. 1. 3 ■ ■ ■ EXIST, MHWL ' STA: 134+23 M. LEGEND FILL WITH SAND PROP. CONTOURS =.35 EXIST. SPOT ELEVATION 3 p0 AS -BUILT SPOT ELEVATION AS -BUILT ELEVATIONS x Oe PLAN CONTOURS (1 P) OFFSET= a1.45A LO3 STA 134+10 OFFSET = 52.30 STA: 131+88.20 WV551-T/ REVETMENT F. / OFFSET = 79,30 RESTORATION 'TON G 2 DOF ETAIL REVETMENT LIMITS S� RESTORATION LIMITS 211 LF REVETMENT RE70 RATION. SEE REVETMENT -TYPE 2 DETAIL, / SHEET DET-1 45 LF REVETMENT RESTORATION. / SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 i BISCAYNE BAY BISCAYNE BAY RICKENBACKER MIAMI CAUSEWAY HERE ISLAND 10 0 20 KEY MAP SCALE IN FEET 1-20 NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22'x34") NOTICE PZ-20-8889 iirzra'zo RICKENBACKER CAUSEWAY RE -CONSTRUCT BEACH ACCESS WITH SAND, PAVE AND CURBS, REPL CE DISPLACED PAVERS. STA 137+96 STA. 138+53 7,50 STA 137+36,40 OFFSET- 53.20 OFFSET= 5420 OFFSET- 44.40 7,32 STA: 137+26,04 OFFSET- 43.97 ---- __ - - p _____ 5.40 ■ 60 -Asp 136+00 fQQ---------------- -- �,- LT PK ■ ------------ -- --------------------- ----- s---�'----= -------5,95 �� ■ _----- _____ _ 91 __-__ - 5.8 5.53 64 O5 55 � 6.56 5% 5,52 5. 7 � SA25.47 a a 5. ■ 6,80 yti W 6.28 5,95 {II 5.95 5�85 5.68 11 ry l 5.81 • xsT ■ ■ h h"h yb % 6.00 R� yVM RV y y 6.00x 2 y. j 5q, 5'.9'z- ■ 4- 4' ISO " '. a x x 54 9 079 6 05 9 h y 420 •y`P x 3C #7.s ■ 39 ■ �: ry ���e �ryh , � MHOI% 5,51 9 ■ ■ + I MHwI 4,10 MHwI M W+ x o., R4-7 ■ x o7 STA: 138+91,89 ■ . OFFSET- 62.1010 ■ • STA 136+80 OFFSET- 62.20 EXIST, MHWL UP, M - - REPLACED 12 LF, 0 PAVEMENT AND LIMEROCK BASE Q 50 LF OF REVETMENT RESTORATION. SEE !n REVETMENT -TYPE 2 DETAIL, SHEET DET-1 STA: 140+88,30 BFNRH ROAR OFFSET- 10133 III. 4'15"T o 140 710± 6 56 /5.75 7 5.95 6_03 by a 6637 ry yr 3.30 WI NOTICE RE -CONSTRUCT BEACH "',a'"� ACCESS WITH SAND, re�rwn PAVERS AND CURBS.,,,,,,,,me�Qa REPLACED DISPLACED PAVERS. PZ-20-8889 112&20 STA 140+99 OFFSET= 10625 • Q 6.09 _ ------`-- - - -- \_ 5.60'4F(-+fl6- ___-5,90 s.6o � 6.09 SWALE� �570 \ 533 125 ®_ ') ,- 5.61 ■ ■ 4§r-F(T6 • a v • ■ 6.25 ■ EI E m 6�. 570+-+- EXISTING ■ REST ROOMS: 97 ■ ■ ■ ■ dC60 ■ 1 MHWL 9 MNWII ■ ■ STA 139+15 a s A: 141+2a �Io 1 } ■ OFFSET- 65.0 Q STA 140+69 • ■ OFFSET- 119.0 OFFSET= 134.80 ■ R5-1 ■ ■ 12LFOFRE6ETMENT BISCAYNE BAY RESTORATION. SEE z U REVETMENT -TYPE 2 DETAIL SHEET DET-1 BISCAYNE BAY RICALENBACKER MIAM CAUSEWAY HOBIE ISLAND aKEY MAP LEGEND FILL WITH SAND z� PROP. CDNTOURS 7.35 EXIST, SPOT ELEVATION 3.00 AS -BUILT SPOT ELEVATION x3FE0 AS -BUILT ELEVATIONS a� 10 0 20 SCALE IN FEET I 20 BEACH ■ ASSESS N ■ N0 5 + ■ 52 LF OF REVETMENT Q RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET ACT z r NDTE: ALL SCALES INDICATED PERTAN TO FULL SIZE DRAWINGS (22%34") W Ee m s m .yg u m S8 >Q LLJ cn -A - d O Q Q o }. � a r L - O Y - wOF V u W OF 0 Z I Q -A o m U Z Ch: a LLJ Y � � U = APPROXIMATE LIMITS OF SEA,,GRASSES 1 • • `„"� ■ 142+71,73 STA. ■ w OFFSET- 179,63 STA 143+45,28 MN xa u� OFFSET- 167.41/Ac 6 �438 EXIST. MHWL -454 _ ■ ■ x +Y 5 1 X5 G? 7 / -- ]J ■ / _ 121 ■ ■ /s.v2 STA. T- 15 OFFSET- 3. 39 - c° op c � -__ - - 12 ■ ,12 o p a ■ ■ __----- e __---- -- _ - C50 REVETMENT. -- EPIP SET PIP TIN EL . 6, 6.0 EL BISC4YNE BAY NOTICE MIAMI RICKENBACKER boaydlu CAUSEWAY u� \ PZ-20-8889 B031E 15L ND 112&20 • aMAP KEY R1-1 f _ � n DENm STOP S _ EXIST. CAUSEWAY EDGE EN 5v95a 3 TRAFFIC SOLAR UNIT Q E� - DF PAVEMENT TYP. CONTRACTOR TO ■ NORTH CAUSEWAY SHORELINE SURVEY 75 LF OF REVETMENT RESTORATION. ENSURE THE UNITBFAGi RC146 T I5 ■ BASELINE. SHOWN FOR REFERENCE TOP OF BANK EL. +6.00, LEVELED AND ADJUST SPEED 11 ■ TOE EL 0,00, IF NECESSARY.LIIT ■ (SEE REVETMENT -TYPE 3, SHEET DET-1) _--��--� RICKENBACKER CAUSEWAY MONLY z ■ _ B J PURPOSES ONLY. ■ _--- .x0 / 12-4 ---- -_---RE J ■ -- U ■ C}/ ■ ■ ■ EXIST. CAUSEWAY EDGE i EXIST. CAUSEWAY STORM PIPES LVP. 7.87 7.87 778 F PAVEMENT, TYP. 50 --------ZOE - TE-2 EX 36" EVE. TRENCH 7.15 7 7.25 ■ ■ __ r6.72 6 65 78 46+ 2 6,41 6,96 6.70 6.83 6,7.55 7.55 41 ,. ��-----2 "- - ■ 142+00 x 155� __1-4 a.za 6.44 6.6z °?? zoa ° 1 z43 047 ■ W 1% 6.38 a 5, 0 5% 6.64 0"87 W 6.44 0.8N ASPHALT PAV 6.74 -,ti- ■ �� � 6 25 ■ ■ 4'u4' CATCH BASIN 6.12 " 6.40 I 7,37 7 7.54 4 ■ ■ Ply ECATC 5,15' 5.93 Y-5 6.78 7- ■ PARK ■ SWFI.LE 6.61 6 25 7.21 ■ 6.00 EX AT L T - ___ _ _ 6.2 6.47 � 7.51 N ■-----____--__------- ---__ 6.00 �18 6.20 -- 6.45 - -- 6--_-----6`4 5.96 5,60±--_---5.90±6.05 5,90---------------6.10----_-- 515---525 ■ ____ _ + t ___=, ;> <\_ --__--_--_ -- _ 6.57 ® 5.966.43 - _____ 6. 01__________ ■ 5,9p ��-__��__---_-_---__--- _ _ _ 6.411 - l �.28 6 SWA -- 5 60 5.65 Iy 6.57 ■ a \ 570 515 5.40 5.84 �SWALE 517� 1 CONCRETE 4 CURB TYPE B 6,50 654 o$ 6.05 6.05 I 6,40 � �SWALE / 540 I 5.40 5.84 I o2 S6 GO 6.24 1 5.60 �I\ 6.20 A6.45 6.30 1 5.9 z ■ /5.40 6.93 6,23 5.80 E-1 � 6.54 6.75 6.75 (YN. 6,82 6.61 0,6 A, 6.43 5,79 6.06 J ■ C i 6.20 I RECREATIONAL ACTIVITY 4.96 6 6.24 0.59 059■ _ _65 6.77 6.32 22 C' 6,40 6.67-�■ \p ^C9 634 3,000 SF. 0 6 `x 6.51 ,0 I 6.20 6.30 6.60 6.92� 6ti Q ■ % 6.74 ° S` a°000a o° 79 6.80 t' % c�' xss x ■ ■ v509 6.46 t� 6.64 6.77 6.48 5.50 a° oAo°° ° o y5 h^ xbCM d0 %y^w %yn ■ 7 hO x s s I °AA °� ° °A° °�`,°o' A°' °� o t % °j O 4 ,scQ' ■ AIR%ry x 4 ° x 3. ■ 1 IS '� �� Hw % ro l 7 NN L /T NwL E 3 3.0 3.0 %U, x T.o 3.10 MLtwL J STA: 145+68.66 x M M6Wl MrtwE MUWL % % M"w Muwl MNwL W5 x JJ// OFFSET- 131.16 sP y} EXIST. MHWL STA. 142+19,75 STA 142+37,66 II z REPAIR 145 LF AS PER OFFSET- 105.90 OFFSET- 95.60 DETAIL 2 LYP. PAVEMENT ry00 STA, 143+40.65 s RESTORATION, SHEET STA 142+99,80 STA: 142+99,80 ' OFFSET- 119.80 ET 2, x _Ol OFFSET- 125.70 OFFSET- 125,70 ARMORFLEX LIMITS. T STA. 144+39.16 RE-CONSTRUC BEACH rym DFFSET= 116.16 ACCESS WITH SAND, a STA: 141+71,50 6 ARMORFLEX LIMITS. PAVERS AND CURBS. OFFSET 11 sAa REPEALED DISPLACED ��_����� REPAIR 20 LF AS PER 35 LF OF REVETMENT PAVERS. REPAIR 12 LF AS PER DETAIL 2 LVP. PAVEMENT EXIST. 18" OUT FALL RESTORATION. SEE NOTE'. DETAIL 2 TYP. PER RESTORATION, SHEET 67 LF OF REVETMENT REVETMENT -TYPE 1 DETAIL, /A' ////11 1 10�. P20 ALL SCALES INDICATED RESTORATION, SHEET DET-2. RESTORATION. SEE APPRDXMATE LIMITS OF SEA GRASSES SHEET DEL-1 oT-�®- L® 1� SCFLE IN FEfi PERTAIN i0 FULL SIZE DET-2 REVETMENT -TYPE 2 DETAIL, DATE: SHEET DEL-1 I = 20 DRAWINGS (22'x34 21 2124 0 J55C XC' PLAN-5 NI M1-8 �x a a RICKENBACKER CAUSEWAY�� o R1-1 _ _-- 1 =_ S1D� AS -BUILT mnMNOTICE m; RE -CONSTRUCT REACH d �' ------- ----------------------------- DATE: 04-30-2019 ,.'� ACCESS 9VITH SAND. - PAVERS AND SIRES 1 Q GRASS AREA cRnssv AREA 1 _ _ _ _ _ _ PZ 20-8889 ___--_----- END OF ROAD ---------- --- SHE 147+58,50 OFF: 149+1330 O 112F✓20 STA 147+46.46 OFFSET- 106.95 R3-1 OFFSET- 83.30 8.71 R8-3A ' ■ OFFSET- 107.25 13-1 8.65 ® ® O ■ _ O O O • ■ REPAIR 20 LF AS PER DETNL ■ _- SHEET DEI-2. 8.73 9.27 9.18 9.95 9.89 10.15 �d ■---- 8.18 -- --_-- 2 TYP. PAVEMENT RESIOBALOIY,___ -- - - - - - - - - - - - - - - - - - - - - - - 9.96-- ■ '38 j 7,3 7,36 7.40 8.1C EASED IRIBI (TILE .9.91 0 _ ■ I 7.2 v o o n +00 ' ° ,30 27 qg 0 a o 1y a.7s �g 150+00 9-05 �5q 6 151 +00 152+00 v y ■ „n ■ 90 7.13 na (l`:P) b\� 1015 �,27 85 LF OF REVETMENT RESTORATION. SEE STA 152+44.10 E' E m az ■ 0 5% 7.00 REVETMENT -TYPE 2 DETAIL, SHEET DE- OFFSET=37.10 e - ■ 9.23 STA 151+40 ■ 6.79 I 22 8 28 STA 151+12 50 OFFSET- 91.82 ■ 7.0 7.11 �6 .63 6\r g �� 9.45 9,550FFSET=93.30 ■ o� R8-3A ■ '8\ 6.95 6.32 6.18 6.17 6.01 CURB E/P 5.45 5%0 ti.� 5.00 7.00 \ 6.68 6.93 7.00 7,08 6.97 6.87 6.85 6,65 STA 150+76.60 x x OFFSET= 92.70 ■ I I$ STA 151+93.20 � ■ 720 &OS J/ i o� o I OFFSET- 72.90 C 5.00 xy bgS w: ■ - •6.25 6.75 6 70 ■ ___ 5.8 SWALE I 6.5 0� IO EASED eDi 6.45 0 5,57 5.60 ■ __ _ G P.- E-1 (TIP) 5.66 5.90 11 5.78 LASER E OFFSET52 72.9D U ■ g 6.14 5.93 Dcl: (TIP) ■ 6 72 2 6 71 6.63 6.59 0.5% N REPAIR 30 LF AS PEf 4 \ ■ Fes, -- 5.6% 6,1�7 6.83 I DETAIL 2 TIP. PAVEMENT `SWA4■ 6 0 572 / �� 0. e 057 EASED ONE, (EVE) NS 6.36 '32 6. 5 RESTORATION, S...T 4 95 yb^ b'� ■ ■ 6.25 d 710 6.95 6.SO R J 673 6,58 DE -2, b y x may^* nay 7 ■ 'S7.6600 AS 5 0_ 75 � 6.86 6.96 y. y. y �. yh yyx y 6504 yy9 ■ AS 6 25 8_6 n yN y y p yy° y 0 5 ■ �� 597 685 I A 1 7yry^ o' . s y^w x as w� • 5.00 m _ 6.25 6,30 6.4 e" xw xa`Ea ,� ,�. eEAcn (mx0,'`�," a sotio�E o06vEK o aRw� MIS o s.ao ■ - x x 32 •w STA 152+11.70 OF 9 48 ■ 0 ZOUft• y %wry w ry° wNwL OFFSET 93.44 _ ■ %y. G ry. CURB E/P w ■ 1 6,42 ti + pZ'P MHWL 3.12 'i W o ■ oe 3,10 MH ine EL. 1.73 Y 3.06 STA 151+08.u m ■ HwL SSS ■wo e[ncn 1MP] x n 1 �9 OFFSET 115.01 70 CURB ESP ■ * �SNL TA 149+08.9 FRA OMENTS OF CONCRETE LUDIN x T.T MH OFFSET- 108.96 EXIST. MHWL Q ■ STRUCTURES. A RE GRADE (73 ■ (tyP� 40 LF OF REVETMENT RESTORATION. SEE UNIFORMLY AT +5.00. FILL WITH (� Q ■ `1 CONCOUR REVETMENT -TYPE 2 DETNL. SHEET DET-1 LEACH SAND AS REQUIRED. w Q ■ 3.0 HWL p -g 42 LF OF REVETMENT cn ■� M 102 + Others) RESTORATION. SEE STA 149+73.95 ■ W OJ GRASS L ITS Y REVETMENT -TYPE 2 DETAIL, OFFSET- 108.30 ■ Q Lr ■ + v ■ S1RUC ION SE SHEET DET-1 40 LF OF REVETMENT ■ ■ ry oy 5.00 9 d°j p9 Q ■ - RESTORATION. SEE d d w U > ■ TA. 147+9430 Q E REVETMENT -TYPE 2 DETAIL ■ d xy' a ■ � OFFSET= 11130 SHEET OET-1 Z ■ w STA 148+85.50 ■ yw aR' d LLJ � � O s 6 Other") OFFSET- 9Z.90 117 LF OF REVETMENT ■ x w V SEAGRA LIMITS�Y RESTORATION. SEE ■ LJOF ■ FROST uCT=ON REVETMENT -TYPE 2 ■ 5,00 U z -, w ■ DETAIL SHEET E 2 ■ a' Q Q o R5-1 '16 y M �= ■ _ 34 LF REVETMENT ■ xb: z lY 4 ■ SHE 148+13.79 RE ATORATI014. SEE C0 5.00 A' LFJ Of ■ ozI REVETMENT -TYPE 2 ■ g ITT SET=94.sI DETAIL, SHEET DET-1 STA 147+57.10 'n OFFSET- 125.10 37 LF OF REVETMENT RESTORATION. SEE R1-2 R3-5 53 LF OF RE ELMS REVETMENT -TYPE 1 DETAIL,RESTORATION. SEE SHEET DET-1 �J REVETMENT -TYPE 1 DETAIL, J SHEET GET -1 a� 10 0 �20 SCALE EN LEE/ I"= 20' 6No U Z z� BISCAYNE BAY I I- BICEENBACALE Q MIAM CAUSEWAY � LACDAE ISLAND 1"=50' 05/1o/te NOTE, - D KEY MAP ALL SCALES INDICATED PERTAIN TO FULL SIZE PLAN-6 DRAWINGS (22'S34'") _ _ �_____- _-__-____18' PIPE____ -_11 �� \ _ -_- _ ---------- 12.60 12.93 12.83 __��-EXIST 12.50 12.05 _\'_'_ -_-'- 1140 --_-ASPNA(7 Pa'OEMEO, _____ __ 8.58 zas SWALE 12.30 �� 10.60 __1130 1010 � 9.84 �- 11.65 11.28 1539 11.52 10.98 �690 � V 10.40 9.58 8.62 \ SWALE 11.75 11.60 11.63 11.47 11.00 10.55 0 59 9.90 9.75 9.77 �y 8.85 8.40 7.35 7.66 7.65 \ 1 \ J 1 > a 19oao0 2.00 1A-1 oe 11 7 1 00 \ 8.20 Y' / 112 00 8,25 8.14 7.63 i 11.17 10.73 10.059.96 7'72 804-_c 8,05 7.67 7.50 7.28 IJI JIIS RICKENBACKER CAUSEWAY VIRGINl4 KEY BBAY YNE aD KEY MAP Lo o SIABILIZAIIDN GEDHLOCK AND REPLACE WITH CONC, ARMORFLEX DAMAGED CURB. GUTTER PAVER OR DISPLACED RIPRAP AND EROSION FILL WITH SAND 4 EXIST. CONTOURS ___T PROP. CONTOURS 7.35 EXIST. SPOT ELEVATION 3.00 SPOT ELEVATION ,CAG AS -BUILT ELEVATIONS NOTICE \�PZ-20-8889 112&20 � w Q u r X3 /p s E o o�r7 MATCH TO EXIST. ASPHALT ■ g i a'oN 8.63 8.46 ■ ± 8.35 ■ 8�1, 25 8.15 ■ � [X ■ 8 40 � ■ ■ 7,94 ■ EO 7.25 6.66 ■ // ■ 6.1 ■ ■ 6.5 5.90 6.06 ■ 6 58 6.10 ■ 6 20 ■ SWALE 6.74 r G.22 ■ SWALE 2C 6.40 1 EXISTING 5,37± 5.R0 1 IF ■ REST ROOMS 6.73 _ ■ 6.80 6.63 6.36 5.70 � ■ STA 192+27.30 5 90 OFFSET= 41.50' BEACH SAND FILL. - _ r- - - - - -- 5.80 1 \ 633 ■ RESTORATION LIMITS -___________-_ 33 6,5 o ■ \6.0 � ry 6.00 � o ■ 6.16 5.85 ■ 6.25 MNWL `5 x 5.0 p. 6.28 C �5, 9 ■ 0/yC ^A X ■ oo=CONCRETE CUB o YEE M� STA 192+72.32 / OFFSET- 145.97' ao LIMITS OF ARMORFLEX E�Z Sao 0 3.0 a� EXIST. MHWL STA 193+166.11 Ej1114L ooa 3200EATISF0OFFS BEACH SAND FILL. ACTT MyO X RESTORATION LIMITS STA 194+6356 OFFSET = 17160' LIMITS OF ARMORFLEX a� 10 0 20 SCALE IN FEE] I - 20' NOTE w ALL SCALES INDICATEDPERTAIN TO FULL SIZE DRAWINGS (22%34") - 36_EXFIL_ PIPE�� pi�� Y EXFIL. PIPE ____---------_ . _---------- PIPE --------- NOTICE --- I e PZ-20-8889` _ - 112&20 m� --- ----- -- _______ ____________ 6g0 ___ _______ __________6.82 ■ y 3 z ---___-_-_-- 195+0o F 05 6.64 1 _ --- _ N ■ a r w 665 _ - 5% 1.10 1% 6.69 6.48 98t00 V Z 6.80 6.32 6. p ✓`r 6 45 iy9tao ■ a �� � 0 6A 650 661 6,96 660 6.82 716 C.00 63 0 a -------------]F r-1 L�JFILLED ■ : _ - °6. 0 % F5 r" 6 SyyA2E 6.2 _ _5'X13RAMP 5.80 5 60± 5 30 AT MAX. 5.33 NEW NEW BEACH AND ■ .a g 40 658 6F, 'I 0 0.0� = -�1_12 S.TO ------ 5, 45 --- 5�0 5.30± SHELL SAND ■ 6-40 6�2 95 6 E0p C+-- � 1w __ 519 -" 0.0X< I- 6 - _ 'H --� 5 a 5g0 S.78 5.90>•-SWALE---��50 ��SWALE� g 30 _ =_ __ -_ �.20■ ■ 50 --r 8. - - . 5.7 0 3 5'97 CONS. 5.20 ■ ■ yW6 g3 5AC/b\ 6 36 6.10 _ ARMORFLEX ■ 5.68 5.50 5.84 6.46 5 52 `° ory ■ 5-g j L° 0 W m■ 85 N ry 0.6% 6,16 ■ _ /// 95+99,60 S29 5.42 6.T9 �- co 6.34 ■ / 610 6' LSWALE 5'55 OFFS 147.12 5.4�+ 6.03 6.58 FOOD D AND BEVERAGE m ■ bf L 53g LIMITS OF ARMORFLEX + 2,400SF. / 10 20 I y. 6 58 ■ LEGEND REFIT OF EXISTING SOIL STABILIZATION GEOBLOCK AND REPLACE WITH CONC. ARMORFLEX DAMAGED CURB. GUTTER PAVER OR DISPLACED RIPRAP AND EROSION FILL WITH SAND 4 EXIST, CONTOURS -T� PROP. CONTOURS =.35 EXIST. SPOT ELEVATION 3.00 SPOT ELEVATION p0 +3 AS -BUILT ELEVATIONS 6p3 6.65 6.86 0 g 4 6 �NVN6 + +yp If,V14 6.72 40 bat GRAB 6 TERSPo + � 634 6 WP "A 8 6+ 6.2 6 6,1 +pA + *po R GGENBACKER CAUSEWAY VIRGINIA KEY BISCAYNE BAY KEY MAP / e+ +3LE K STA 195+23.10 +�" M STA 194+6316 OFF SET= 171.82' +Ao yo OFFSET- 17160' LIMIT RFLEX MHWL ♦ LIMITS 4OF .ARMORFb�' I + p -STA 19+7440 STA 196420,95 OFFSET- 18950' OFFSET- 166.15�rt 5 �� MHWL wL MHWL BEACH SAND FILL BEACH SAND FILL RESTORATION LIMITS RESTORATION LIMITS EXIST. 15" I STA 195+81.20 OITFALL PIPE * EXIST. MIT WL s s OFFSET- 160.72' STA 196+8 .90 + 1D BEACH SAND FILL RESTORATION LIMITS OFFSET- 177.22' BEACH SAND FILL EXIST, 15 OUTFALL J 9 RESTORATION LIMITS `x BISCAYNE BAY O D AB -BUILT IL 0 220 SCALE IN FEET DATE: 04-30-2019 - 20' r LIT Q m a 0 W � o (n I Q u U Q w r � m z FTJ Q O Y z 0 U W z w Q z z m Q a Z U O W W Y m U � � m = 20' 22PSD1 O5/10/18 NOTE: DIPIND ALL SCALES INDICATED PERTAIN TO FULL SIZE PLAN-8 DRAWINGS (22 "11) AS -BUILT DATE: 04-30-2019 ACKENBACKER CAUSEWAY NOTICE oP oR,oA $ a aW,es ------------------ ---- - -_- 4---CURB Dq PD7P10 ---- UF'ET- 4RB ANBT--- OFF204+69.45 -0FFS€T=�4:8�',-- ,ryr.W 1M1 P „l26/8889 -------- 4 g5 5 00 520 480 ,0 OFFSET- 6599 OFFSET- 44.90' OFFSET- 32.05 StA 204+9590� PZ 208889 ■ _-----.---.-----.------------------------�-------_��________ � ■ _____- -- __ 529 539 g3 5 FLUSH CONC. CURB. -_-CURB E/P__- _ / _ __-------------- ________________________________ 9 _-■_� 500 5iA 562 60A 5. 5.00 I.. 500 -� SWALE � I A yC� 5.42 5 ED STA 203+81.66 U ,18P 5. eR�a` ItvP d` 1 OFFSET= 55.15' 9g / �1 (TIC + CURB E/P ■ 1 61 $y i _ C6 5.48 56,vpu y81 5?5 56 qa� as 535 531 STA 2o3+61..'A �5 5.20 1 516 + ■ �oo ozJ w= GTE ET_ 7405' 38 o ■ 5,15 5C5 58O 89 Osg 58, 05% 588 , 0.56�_ 5. + +■ la ■ m PnYcR emC'T Cnq 5. 9'I 5.5 x s_o ■ o ` E 3i S_3 O5 n + 542 + O ■ E o; ■ FOOD AND BEVERAGE 1l$ 6' _ O ■ 'E .2,400SF. TO REMAIN �\ +h0 + + 5�2 5.47m x + N EXISTING 6 8 e N "' + 0 m + °S o xaD N.14a� N ■ 3 1O 5,55 ' ° ■ + em + S2A. 201+55.80 + 4 5.55FT m / + ■ DFFSET=8].80 + + 1 Q ■ ■ + + + STA 203482,15 ■ ■ ° ■ + STA 203+5 .99 OFFSET- 7756' ■ +q ■ ■ DFFSET= 84.90 MCURB E/P. PC. ■ ■ + p eE4a' lr:d PLAN CONTOURS (AWE + PAVEMENT W� ■ RESTS LIMITS STA 203+8 1.60 ■ LJ �■ sa + OFFSET= 9266' J ■ ■ + ■ + gLpa+ Ui2T CURB E/P, INT. ■ o = 0 A 204+6].95 U D ■ xJ.06 Mwry+ DFFSET= 'LL ~ ■ n ■ 4.0 + 4 0 STA 203+61.7BEACH SAND Z . RESTORATION LIMITS ¢ ■ MUWI OFFSET= 92.60 ■ n a ■ %MHW 1 REPLACED 50 L.F. OF CONC. CURB. + MVW MNWL IRS E/P, INi z . AND REPLACED GONG. PAVERS m m ■ + PAVEMENT, LIMEROCK BASE AND ■ p STALLED 1+ 4.0 " p,Y PE DETAIL2NLEE, PAVEMENT AS -` o 0 ■ O STA 199+28.60 B S� p^cNE 8 RESTORATION, SHEET DET-2. / _ w F STA 203+9.95 OFF ET- 72.IC + M■ m m m MNwL OFFSET- 138,90' BEACH SAND FILL. �9 RESTORATION LIMITS + + BEACH SAND FILL. RESTORATION LIMITS A- i LEGEND t00RS TIRO STA 201+1720 RECKENEVICKE CON OFFSET; 16650 STA 202+23.90 EXIST. MHWL OF gEPC' t'� CAUSEWAY ■ %9 BEACH SAND FILL r C tF REPLACE PAVEMENT WITH RESTORATION LIMITS OFFSET= 15410' Ep51 i0E / VIRGICA KEv Q (r Q ■ CONG. PAVERS BEACH RAND FILL �/ Q ■ RESTORATION LIMITS d 0 1 ■ DAMAGED CURB. GUTTER w PAVER OR DISPLACED Q U OPERA AND EROSION U Q Q >: FILL WITH SAND SEACRAss LIM1i5 - ch , m z STeucFloN 6BAY rnE cow ear w AP o 4 EXIST. CONTOURS PRE- Y LJ E U PROP. CONTOURS 100�20 KEY MAP Q z a r� SCALE 1N FEEL CO `� o I T.35 EXIST. SPOT ELEVATION / 1 = 20 Z U w cj� O ■ 3.00 SPOT ELEVATION Y 4 ■ + o RICKENBACKER CAUSEWAY + ■ U ■ g0 AS -BUILT ELEVATIONS O ■ 20Ba00 210100 STA 209+37,04 2�woo N ■rz05+oo ■ STA 205+D1 36 5 A 204+96 23 106+00 20IaA0 __ Q■_-____ __-____ REVETMENT _____ STA 208+93.08 STA 209+3]D4 ■ Q ■ r ■ Vl ■ ESIORATION LIMITS OFFSET= 5330 OFFSET- 61.60 - ■ (K ■ ■ BEACH SAND FILL. IN REVETMEM ____________ REVETMENT ■ ______ ___ m T11r fT3-----__ o RESTORATION LIMITS - - _ ______ ______-■ KIM U Q ■ Q ■ ■ a c a � m ' ■ ■ ■ MHWL MHWL c MHWL ,s ■ MHWL ■ � MNWL MHWL EXIST. MHWL MHWL - MHWL MNWL MHWL -50. 11 SEC.", JD PLAN-9 AS -BUILT NOTICE ■ STA 210+60,01 / n• Ha OFFSET- 36,80 DATE: 04-30-2019 g ��m ■ i � Ex sTcHT (ABANDONED) Ex PZ-20-8889 +ns�---zw�------------- ----3rsmo------------------------zlmoo---- ------1-----------------G-N----------F------------ G------------------------t-------------i-------------I----------- i- G------ ttrzra'zo ------------------------------------------------------------------------------------------------------------------------- �-------------------------------`�'----------- EX ST. uGHT--51/izY3s98.9J ------ --- -_-_-- -OFFSET 54�,E- -. - - - - - - S' PAVEMENT r----;` - --`-- - - - - - - - - - - o- - - - - - - - - - - - --------------------.---------_--------iFEVA9(FANHON 11NAi-S---------- --4-------------------------REALLOCATION YIMITE---- -----7 ■ m 5.30 ■ - - - - - - - - ----. --------_------- - - - --- ------ -- -- o � 5.20 � m o m ■ 5.65 5 6 5.32 5.30 5 520 4 WALE 0 SE 5�f] WOZLL .51 CONCRETE FLUSH n m - _ - _ _ N _ _ _ - - - _ _ _ _ _ _ 0.59 5.21 0.37 ■ t ¢' o a a ■ N n CURB _ E - ,E ■ Q a - ■ "UA, -` kN MNWL MHWL CDNCRETE CURB m -A - FICKENFACKE TYPE D a a ■ ■ CAUSEWAY LEGEND MHWL A m ■� ■ .MHWL. MHWL MH VIRGINIA KEY 'I o ■ w STA 213+96.8 ■ I ■ Z REPLACE PAVEMENT WITH DFFSET= 61.65 M WL ■ CONC. PAVERS BEACH SNJD FILL. `■ ■ EXIST. MHWL RESTORATION LIMITS U DAMAGED CURB. GUTTER ■ r PAVER OR DISPLACED ■YC ■ Q RICRAC AND EROSION g,SCAYNE BAY PAVEMENT, BASE AND REVETMENT OFF 214+61,50YC RESTDRATION AS PER DETAIL 2 OFFSET 68.80 �a ■ BISCAYNE FILL WITH SAND TYPICAL PAVEMENT RESTDRATION, BEACH SAND FILL. D ■� BAY SHEET DET-2 RESTORATION LIMITS 4 EXIST. CONTOURS I0 0 20 KEY MAP PROP. CONTOURS SCALE IN FEET 1"= zo' 735 EXIST. SPOT ELEVATION RE -CONSTRUCT BEACH ACCESS. FLUSH CONCRETE CURB. t u o 0 �i SPOT ELEVATION STA 219+68.89 . o o r Sao OR PACE AND REUSE PAVERS AND RE-INSTULEO ■ ■ - DETECTABLE WARNING. (SEE DETAIL 3. SHEET DET-2) OFFSET=11556 ■ e I i , v a k}0 AS -BUILT ELEVATIONS STA ET-106.90 PAVEMENT ■ N OFFSET=106.92. RESTORATION LIMITS REPAIR 65 LONG 4' WIDE AS PER STA 220+283] Ex BURR. TEL. �I ■ d DETAIL 2 TYPICAL PAVEMENT OFFSET=112.04 ,T.■LIGHT (ABANDONED) EX ST. LIGHT (ABANDONED) RESTORATION, SHEET ELIE PAVEMENT ■ ^ ppp -■- - - - --- a-------------------------------------------------p-------- --- ------ ---- o-----------------------nrr. RESTORATION LIMITS -------- #6 0 I___________zn+o 0o g+oe rCw eo-r-+-+-33! ■ j----------------__ 5TA 219+08.15 ST■LIGHT �� OFFSET- -� -1------------------- __ ___------------------- __- ___ EX 5 TIGHT ____________ 5.22---------- -____5.45 � � 5.25 4.BT ■ � -1-5.10----____ 5.00 ` 4.87 4.85 ■ Q Q l____-_ Q _ - EXIST. ASPHALT PATHWAY 4.80 5.2 q.TT T 5.37 ■ W10 ■ 5.551 �51p -_ SWALE 5.DO 4TO 4. 8 v30 k8T 24 5_5=� ��SWALE-=_J Q Q � 5.60 q,TO 4 1 5.05 5.24 .00 ` 5.10 5.5 4.T5j U Q F �■ 5.88 m 45.96 �.95 5.82 SJT � 5.48 4.8& _� �s.41 m z 5,35 SWALE 1 5.55T 5.4� �� 4 TO 5.30 S.TT 5.51 ■ W O $ 5,55 5 \ \ 5.30 1 5.14 5. 1 48 5.T0 5.60 ■ U 5.59 0. \ 480 5.9 5.17 A5.27 5.23 5.3 5. ■ CC > o �(5.30 51 5.00 ■ z / 5.41 I .50 5.60 556 5"q6 5.63 ■ W EL 2 ■ `m + 5.29 5.00 5.20 5.1 15 5 4T 5.05 55 OS 30 1 5.83 0 El T3 5.5� ■ 0, U l ■ T o ^ 5 32 0. YI 5 71 5i Nch_ 0 5 55 5.5"J? ■ N / ■ 59 � .3% � 5.47 ■ } L ry � '"+.h ti a� m S.TO 5.60 5.96 ■co (N + m h y.-.X.� ^ALL u' ■Vl MNWI � ■ N MHWL MHWL 5.50 ro n ro ■ Q `kAHWL % ry ■r ■ STA 221 +31.50 • z ■ BISCAYNE BAY STA 218+]].33 MHWL + HWL STA 221 +, Q1,.56 �FFS€i= 15�11 �J ■ STA 218+30.60 OFFSET= 123.23 STA 218+90 OFFSETMI■ I EXISTMHWL ■w . BEACH SAND FILL. OFFSET-122,80 OFFSET= 120.10 STA 219+27.40 TA 220+45.]0 ■u --20 ■ Z RESTORATION LIMITS + ■ Q , J OFFSET=128.15 OFFSET=1 100 0 220 25 LF OF REVETMENT NOTE, • 05/1X/" SC+1LE IN EEEf RESTORATION. SEE STA 219+21.06 35 LF OF REVETMENT RESTORATION. ALL SCALES INDICATED 25 LF OF REVETMENT RESTORATION. REVETMENT -TYPE 2 DETAIL, OFFSET=126.99 110 LF OF REVETMENT RESTORATION. SEE REELM 2 DETAIL �r I"= 20 PERTAIN TO FULL SIZE V ,Q SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 BEACH SAND FILL. SEE REVETMENT -'TYPE 2 DETAIL, SHEET GET DRAWINGS (22"x34S PLAN-(0 �� SHEET DET-1 RESTORATION LIMITS SHEET DET-1 ■ DES S45456F ■ Ex sT. ucHT (ABANDONED) EX BURR. TEL ------ sssioe----------r--------n TOF': ----- ----- - ----- ------------- ---------------------- +� - - - --- ------------ _ - ---- ----- _ - ----------------- _ -- - - NOTICE -szzl� ■ --_-_- _ -__- ___ --- ---- --�---- --- --- -- -- - X�QRR E - 4.97 4.86 - nosy m --L ------ ---- -�% St. LIGHT--- ____ 4.85 - main o ,ate �eaeoo o,anoa ee<:on ■ - - - - - - - - - - - - - - - - 4.90 PZ-20-8889 ■ - - - - � 475 4.83 4.70 4.80 q� 4.6.E a 112F✓20 . _■_ _ 5.41 5.37 �4 50 5.13 4_80 5 00 5-39 5.28 4.90 SWALE =.9� 4 90 SWALE �0 5.15 s.22 �� 5.27 S. ai ■ s,as ss 5.57 5.25 ■ ■ I - 0 520 5,10 - - 1y 5.27 _ o l 5.42 5.13 4.92 5,10 5.25 5,37 5.68 �l ■ 99 1 5.22 519 STA 224+ 5.41 5.40 5.04 5.45 OFFSET-9758 520 5005 m 5,17 5,25 5.17 5.55 �� K FLUME 5.00 °i 5.60 0.5% 5.25 STA 226+10.01 ry ■ W �' LL 0 3y 5.5 dW 26 5.40 5.38 112 LF OF REVETMENT RESTORATION. SEE Q o a ? a 5.53 5.54 5 30 ■ OFFSET=106.61' E O ■ 5.�0 b` 03% 62 5.78 5,67 'a REVETMENT -TYPE 2 DETAIL, SHEET DP-1 5.44 ■ E ■ m 5-63 5.53 5,57 -v- 5. .5.75 n 5.57 ■ 5.60 5.77 ■ - b MHWL MHWL ttpW T Q ■OF EL-- I� ■ I ■ - ^ - M"WL � r STA 226+9.80 I TV 0 µ - ""' �, - + OFFSET 115.75 LJ ■ STA 225+71.30 BEACH SAND FILL. ■ b 'MHWL OFFSET=117.16 RESTORATION LIMITS ■ �NNL M WL MHWL '. TY ■ ■ ° MHWL / BEACH SAND FILL. STA 225+8050 U ■ ■ + RESTORATION LIMITS OFFSET=136.70' ■ Q ■ STA 224+4630 �� Q ■ �- STA 222+4230 OFFSET=128.60 = STA 222+3B.40 6D LF of REVETMENT RESTORATION. SEE OFFSET=115.65 13 LF OF REVETMENT RESTORATION. 10�20 OFFSET=128.D2 REVETMENT -TYPE 2 DETAIL, SHEET DEi-1 BEACH SAND FILL. SEE REVETMENT -TYPE 2 DETAIL, EXIST. MHWL 85 LF OF REVETMENT D RESTORATION. SEE 50 LF OF REVETMENT TAIL, SHEET SEE BISC AYNE BAY SALE IN FEET RESTORATION LIMITS SHED DEi-1 REVETMENT -TYPE 2 DETAIL, SHEET DP-1 REVETMENT -TYPE 2 DETAIL, SHEET pET-1 I^ = pp' p53 u o E% ST. LIGHT (ABANDONED) - Ex OF GULF (ABANDONED) _-2m a---------------------a32W _- �+oo -----� e i -----va+oa----------_-- �zswW-------_---------- _-s14 W--_----- -- - _ ------ ----- t---------------------rnr?rz.f_ E- _-I -- --=-----_Fease=M=------------_-------------- ____Et_ L______ -------------- - ----_- Ek=S�❑ ---------------- -_-_- __--6ED �-_--_----- _--_--_--_--_----_---E%ST LIGHT_------ -___-?PPTTtUTE OGRE ---OE \C > o f o -_-_ m � __E% BURR-TEL.-----------------------------------------------EX BURR, TEL-___________ -Y L._____________________________________________ 5.30 GXSI-TLOSH �Cl1RP___ ■ 5.11 5.27 5.17 5,35 REPLACED WITH TYPE "D'" ■CRETE CURB AS■ --- 4"87 DETAILS 4 & 5 SHEET ■ 4.55 EXIST, ASPHALT PATHWAY`_ ■ r UL -�------- 4.93 5.05 DEi-2----_- --J -� --- 5.53 5.65 5.87 5.15 5.02 4.40-SWA�=' 5.45 5.80 � 5.70 5,70 5.45 / ■ ■ 5.88 5.82 CONSTRUCT Q - STA 228+00.6D 5.21 I No w d\ 5.87 DUNE _ ■ OFFSET=88.70' 5,23 5.61 5.47 EXTENSION 4.61 4.71 4.62 ■ W O ■ BEACH SAND FILL ■ Q < V ■ RESTORATION LIMITS 5.45 ■ U Q w r ■ 5.81 5.45 5.20 5.04 5.01 0 ■ m z 5.73 5.85 5.75 0 3% 0 3% 17 5.32 5.35 a 59 5.55 tV 5,75 1 - �� A 4.9D 5.12 Q =O ■ 0,396.23 5.85 ■ z V 4 ■ �� 6.2D N �6.11 5.90 5.42m STA 233+16.0 ■ `U' ■ 5.60 5.64 5.9 6.28 6 21 S.O5 OFFSET- .02 ■ U z u ■ 5.40 n` 6.28 STA 230+ 70 N + 5 +6 6 6 5.30 ■ O m Q Q ■ _ _ - - - - - _ _ _ - OFFSET=81,70 - ------ _ _ -- _ Ill In z U I 5 + LO BEACH SAIJD FILL + 6 T - - m b■ LF w ■ p a A3 m RESTORATION LIME + + + 5 "i M = YG S ice■ n C _ + HWL + 4 + + = 4 +IS : N + n o n t ■ MHWL + + °' _ _ _ ■ \\I ---------_ n \■ -- V ■ +- -t- RICKENBFlCKE M 4 + t ---- ■ STA 230+28.55 ■ w �■ LEGEND CausEWA OFFSET=ioz84' ' ■z Z ■ STA 228+9.64 DAMAGED CURB. GUTTER STA 229+05,02 VIRGINIA KEY BEACH SAND FILL. + m 0 _ ■ OFFSP=113.85 OFFSET=115.40 RESTDRAT ION LIMITSAT n PAVER ROSE ■ BEACH SAND FILL. BE SAND FILL. EXIST. MHWL M"WL ■ RIPRAP AND EROSION STA 231+78.16 M I ■ RESTORATION LIMITS RESTORATION LIMITS o" STA 232+1350 M"WL ■ ■ OFFSET=103.20' Q .L ■ FILL WITH SAND ETA 232+01.96+-OF'FS€fi=142AiB- o ■ � ■ OFFSET=104.80' STA 233+13.20 � J ■ 4 EXIST. CONTOURS 224501 ■ AS -BUILT EISGAYNE BISCAYNE BAY REMOVED VENDOR SITE E DD OFFSET Os/'I0/1e L ■� PROP. CONTOURS SAY 30 LF DF TYPE 1 REVETMENT (REMOVED GEOTEXTILE, NOTE' K ,l0 ■ REFER TO PLEGEN D FOR //� RESTORATION. SEE 1 TYPICAL CEO -BLOCK, ANCHORS AND Ao 0 220 ALL SCALES INDICATED o INFORADDI MATION LEGEND Z35 EXIST, SPOT ELEVATION DATE' 04-30-2019 ✓ Y REVETMENT DETAIL SHEET DET-1. RESTDRE SAND) SCALE IN FE[ PERTNN TD FDLL SIZE I ■ INFORMATION "50o AS -BUILT ELEVATIONS KEY MAP GRADE FILL TO MATCH EXISTING. 1" = 20' DFAWINGS (22"x34") AS -BUILT DATE: 04-30-2019 RICKENBACKER CAUSEWAY iEX ST, UGHT (ABANDONED) ----------------- ■ ssT+oo --P. sse+oo -- 134+00 ____ _ 13-0 _ _ _ - - -- _ _____________■ •____________1--_----�-��__-____-__- E% BURP . TEL. _______________________________- EX ST LIGHT---,------------- __________ BURR. TEL-___________________________ ____________________=1 r------- 515 471+-----------------------Ek 57 LIGHT 5.35 • • ______- - - - - - - 5.30 5.55 5.06 5.08 ■ ■ �-EXIST. ASPHALT PATHWAY 4.81 4'87 497 5,05 _____------�___ 5.70 �. 4.90 5.27 _______ VAN � ■ ■______- 6.05 4Z 4.85 4.1 ■ i-,vaALE� ��7 4.60 4r� 6,10 4so - ssa ■ • 5.55 5.51 w 7 SWALE • I 5.95 �84 560 • 5.05 4.85 4.92 4.87 522 6\S 5.45 5.30 4.75 ■ I N� \` ■ 03% 5.38 525 \_SWAL ■ • 55.5567 .10 CONCRETE CURB 5.30 7 .5.73 5.88 03% 5.74 548 '01 • 522 w05 5.17 TYPE B LIMITS OF �_ 597 5.88 5.80 5.62 5.55 5 5.53 ^ 5.21 5.31 •■■ 37 541 b` 1225.50 ARMORFLEX 5 78muQ� 8g w94 ..5.457 .�,26 059 592 5A 5.0 53 ■■ 510 ■ ■ p 6 584 0 w25 5.10 ■ � SWALE 4.98 ■ 6.0 5 5.44 5,30 AD TYPE OUR ■ ■ -E- -' + 5.35 TYPE B 5.41 5.41 N� ■ ■ �� _ 5.37 500 ■ ° .° = b 5,36 Osy _ b b u� 5.25 5.07 7 5.40 5 42 5.4 ■ STA 234+13.10 + h 6 5,40 -551 ry 5.75 0,39 • ■ OFFSET=137.41' °` o - STA 235+66,90 + 553+� 51 _ �, ■ LIMITS OF ARMORFLEX + - ° oS-4° S51 56 80' o°o`�o°o°o o°o° N "-6�• • 5.000 S.F. FOOD AND OFFSET=119.40` + 6 I + BEVERAGE AREA + + A 5.90 b + ■ O MHWL MHWLI MHWL MUWL + 30' ■ • STA 237+1562 _ o a o = A N■ + MHWI STA 236+90.42 OFFSET OFFSET °000000., - -- ■ M ■ / OFFSET=148.90' o°o°o°o°O000°o _ " Q ■ 'F ■ + STA 2 N °-° AT ■ OFFSET=117,90 + + " 2400 S.F. ■ Q ■ STA 235+30,75 / FOOD & BEVERAGE I ■ N • EXIST. MHWL OFDIET =13732' +M19M W( Q STA 237+65,70 AREA STA 238+44.30 w • BISCAYNE BAY LIMITS OF ARMORFLEX DFFSET=176.10' 4 z ■ ■ OFFSET=178 20 - ■ � LIMITS OF ARMORFLEX LIMITS OF ARMORFLEX STA 238+69,50 J Iw • 30 LF OF REVETMENT RESTORATION. OFFSET=181.42' _ z SEE REVETMENT -TYPE 1 DETAIL. 25 LF OF REVETMENT r ■ J ■ SHEET DET-1 \ W( RESTORATION. SEE Q ■ _ ■ REVETMENT -TYPE 2 DETAIL, ■ U ■ SHEET DEL -1 ■ ■ ■ ■ WL +� ■ 25 LF OF REVETMENT RESTORATION. Mu L RICKENBACW CAUSEWAY BIBSCIAISE aKEY MAP LEGEND REPLACE EXISTING SOIL STABILIZATION GEOBLDCR AND REPLACE WITH CANS ARMORFLEX DAMAGED CURB. GUTTER PAVER OR DISPLACED RIPRAP AND EROSION FILL WITH SAND SEE REVETMENT-TVPE 1 DETAIL, ■ SHEET oET-1 ■ U DD NOTE: 10 0 20 ALL SCALES INDICATED sCasc IN EEn CERTAIN To EUEE SIIE I"=20' DRAWINGS (22'x34] NOTICE PZ-20-8889 > u� Q w o w Q (n U O � W Q � U U Q 1 F. � m z w 1 0 FY w V U w Q Z oOF Q Z U W w 2 Y w a U w = REPAR 55 LONG 4' WIDE AS PER R CK E N B ACK E R DETAL 2 TYPICAL PAVEMENT RESTORATION. SHEET DET-2 �hPSEWAY 2431ED 24410 0 --- ana. a WIT.--- -------- -------- ♦------ - -__5.35_- 5.08 ■ .-EXIST, ASPHALT PATHWAY _ ■ 5.27 5.20\ a 5.31 5.20 5.07 3 4.96 4.72± ___ --- ___---___--- 5.96 4.95 4.9 4.85 4.95 4.85 ____-_______--- --5.10 5.90 50 ■ 20 =65 1 �sWALE-_ 5.00 5.05s� swAEE SWALE ■ 5,07 I 5.12 Il 545 6.00 5.905.84 5.81 5.90 5.54 553 5,44 543 4.75 4.77 25 5.17 5.15 1% -■ \\ 5.35 & 5.48 6.10 5.93 5.9 I ■ mil` & 5.95 5.64 7 564 5.55 ■LE 1 5.25 1 31 111, a 11 (11 ) EY 5.2 � .01 LSWALE � II a � b\� ■ 7 7 6.SO 5,03 1 5.58 595 5.95 ■ SWALE 5.87 5.62 5,45 5.33 �Q ■ 544 STA 240+4437 5.50 0 6.5 6.15 0'59 4'9 ■ STA 240+10.46 OF SET=154.03' � 6.15 0 57 � 5.65 0 5% I 5.21 \ ■0 560 a OFFSET=138.2� 5.41 �" �y Ift SWALE ■ 5.10 vn`Ea eaicrc (iva) j 5.90 /I 5,13 5.2.6.13 6.00 5.90 PnYca aaick (rvP) a2 5.3 `3 5. 5137 00 ■ 5.41 N$ S. ST 19 19 5.4 b 6.13 6.38 6.40 6.35 5.37 5.20 ■ 5.60 5.77 5.57 5.83 5.73 5.70 36 7 5.50 1 5.4 I 6.14 0,3% 0.4% eh b 74 p 6.40 6.12 5.83575 5,71 0. 39 5.70 -+`� 5. 0 ES_ 5.64 5.4 4�9� 5.90 18_0 � 6 0 oral erra TrP) 5.00 5.31 4_95 �8 5.90b b+eo + 5.92 6.10 6.08 6'07 5.68 5.20 5,15 95 ■ cep6059 5.54 5.50 5.17 525 5.OF 4.80 ■ - $ ■ p b'1 b + 6.10 15 0 5% Pn Bp cx (Trp7 ■ LF p + 6 6.15 �` �r-� 5.90 ���� 5 77 WR 5.77 5.37 + `n `Ab m 2 `' 4,62 STA 241+27,10 n e� 2 Ib 6. SO 6 7 6 -b 0 ■ "' + OFFSETr16'1.41' + 5 6 29 b 6 7 + ,. O + 2 1 ■ °1 + �in 5 a MUWI IM ■ m N■ +^� m +r STA 24-1 S9, 0 p A ■ STA 238+69.50 54ND e'Eci1 (rva7 'OFFSET=189.98' r M6w2 Q ■ OFFSET-101 42' + 4 ~ ■ PLAN CONTOURS (TB,) + + STA 240+63.90 M MHyyI ■ ETET=192.1� \ ■ o OFFSSTA 242+25A ■ OFFSET--184.05 STA 243+459FFSET ■ O■ FFSET=189.42 J ■ +Ph + ■ ■ J\ / M MHO < ■ + / ■ Q ■ MHWL W� ■ ■ ■ Mr,WL MV / _ ' � x 125 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL, SHEET DET-1 ■ ■ 60 LF OF REVETMENT RESTORATION. + ■ SEE REVETMENT -TYPE 1 DETAIL, SHEET DEL -1 EXIST. MHWL BISCAYNE BAY IS KENEACKER CAUSEWAY VIRGINIA KEY BISC4YNE BAY I�29 �a N FE KEY MAP AB -BUILT DATE: 04-30-2019 LEGEND EXIST. REVETMENT DAMAGED CURB. GUTTER PAVER DR DISPLACED BREAD AND EROSION FILL WITH SAND 4 EXIST. CONTOURS PROP. CONTOURS 7.35 EXIST. SPOT ELEVATION SPOT ELEVATION EXIST. TREE k000 AS -BUILT ELEVATIONS NOTE: ALE SCALES INDIPATED PERTAIN TO FULL SIZE DRAWINGS (22%ll") NOTICE PZ-20-8889 11126/20 • A, nz Q'Q�a E I � N r cF, Q W 0 W Q ,n U O � W Q � U U Q Q r. � YY Z W z O U O U W `� CO Q w Q Z Q Z U o W EL U Lr a U C _ 1 FT. SHOULDER, 1YP SLOPE 2.1 TO FORM A N I F FINISH SH SNALE WITH PENSACOLA BAHIA SEEDS r5WALI AVERAGE DIFF. C58' GRACE TO MEET EXISTING I EXIST. GRADE 8"X12" CONCRETE FLUSH �EL-OL3 E/P EL.+0.00 REFERENCED SOLDIER COURSE ALONG ALL TO EXIST. E/P EDGES. TYP. ELEVATION rr PERMEABLE CONCRETE PAVERS �(UNI-ECO STONE) -I 1% 11 FILL AS REUDIRE. USE GRAIN k EFILL $57 COMPACT TO 9 5 % DNAI 1 REVETM ARE BEACH CURB W/ (2) 5# BARS --------------� CONTINUOUS CONTRACTOR MUST USE I L---------- WATER PROOF LINER To L—� J 6, �_L NOTES H1 PROJECT THE WASHED ROCK REPAIR AS FOLLOWS: WHEN POURING CONCRETE. 1" LEVELING SAND OVER NON -WOVEN GEOTEXTILE 8" THICK 1" TO J" WASHED ROCK BASE OVER WOVEN 1. CONSTRUCT TRENCH FOR TOE OF REVETMENT. 2, INSTALL NON -WOVEN FILTER FABRIC. NOTES: 1. PROPOSED CROSS SLOPE TOWARD GE OTEXIILE_ USE PROPEX GETEX GT-4X4 OR APPROVED EQUAL 3, CONSTRUCT REVETMENT WITH ONE LAYER OF 24 THE CAUSEWAY, AWAY FROM BEACH. USE 1% SLOPE UNLESS OTHERWISE NOTED EXISTING SUBGRADE INCHES TO 3D INCHES DIAMETER LIMESTONE BD ON GRADING PLANS. 2. ELEUAT ONS ON THIS DETAILS ARE REFERENCED THE EX6TINGBEACH SIDE OF PAVEMT ROAD PAVEMENT TYPICAL PERMEABLE PAVEMENT ROAD SECTION MAINTENANCE ROAD STA. 203+85 TO SCALE: 1 = 2' 214+04 LIE ITS OF LEASE AREA B" LAYER OF CRUSHED SHELL SAND TO REMAIN +6.0 +5C 3,00 +4C EXIST. LEASE BOUNDARY LIMITS BACKFILL AND GRADE UNIFORMLY WITH BEACH F SAND GEO-BLOCK SYSTEM FILLED WITH 3" COMPACTED CRUSHED SHELL VALE TD BE REMOVED. AND REPLACED WITH SAND. +1.7 MHWL \ l +1.0 \�IW WOVEN GEOTEXTILE I __EXIST. 5 FT. STAINLESS TO BE REMOVE EXISTING FLUSH CURB TO BE TO BE REMOVED. \ STEEL CABLE ANCHOR, TVP. REPLACED WITH NEW TYPE D" CYPICAL DETAIL FOR REMOVAL OF BEACH FRONT & 5 SHEET DES PER DETAILS 4 AONCESSION SITE E-4 STA, 232+15 TO 233+13 SCALE: 1" = 2' NOTICE :Ia PZ-20-8889 PROPOSED GRADE CREST OF 11I2&20 PROFILE 2 OREVSTMDEAT BEACH SAND FILL EXIST. GRADE PROFILE LIMESTONE 2 PROPOSED GRADE BOULDERS I�—I PROFILE gnu EXISTING GRADE r o0 NON -WOVEN ////// TOE OF REVETMENT cEOTEXTLE (ELEV. VARIES) BAk z SE A REVETMENT —TYPE 1'���_ HEIGHT 1OR LESS - CREST OF REVETMENT PROPOSED GRADE 4' TO fi PROFILE 2 BEACH SAND FILL 1 EXIST. GRADE PROPOSED GRABF PROFILE PROFILE EXIST. GRADE PROFILE --- 2' TO DAOF �i i�" " TOE RE ------- FIMESTDNE (E LFV. VARIES) BOULDERS NDN-WOVEN GEOTEXTILE REVETMENT —TYPE 2 HEIGHT GREATER THAN 1' � a m r> 1n 20' 10' W DY� W Q 6,00 ::::, a J w 609 Q � Q Q ES W � d W EXIST. PROFILE VARIES. 1.73 MITI W TY BACKFILL U Z WITH AS D ����/T o.00 NGVo Q Q YC REVEM ENT WITH 2' TO 3 DIA, STONES z W � Y � REVETMENT —TYPE 3 U z CE 0 TYPICAL REVETMENT REPAIR DETAIL 05/10/18 NOTE: D ET-1 P ERTA NA TEO FUDLCASIZE DRAWINGS (22"x34") YELLOW DETECTABLE WARNING LIMITS OF 4" THICK CONCRETE EXIST. CURB RESTORATION INSTALL CROSSWALK BEACH//D SLAB, (TYP) REVETMENT TYPE SAWCUT LINE SOLDIER COURSE AROUND ALL 8 X12" REINFORCED EGES. TVA. EXPOSE 18" CONCRETE CURB W/ (2) BARS R5 REBAR CONCRETE CURB W/ (2) . ExIST(2) W5 CONCRETE PAVERS e'X12" REINFORCED CONCRETE PAVERS R5 REGAR INSTALL JEC REVETMENT TYPE REPAIR LIMITS 2 BE SS DAMA E LIMITS --I1 BEACH J L RE BEACH S E REFER TO TVPIS L PAVEMENT - RESTORATION DETAIL (SEE DETAIL BE NON -WOVEN GEOTEXTILE 2 THIS SHEET) FOR BASE. WOVEN GOETEXPLE. USE SELE CTION APPROVEDASEEGUAL'USER ENTIRE WIDTH. REMOVE PAVERS TO MAKE _/ EXPOSE 18 REPAIR AND REINSTALL EXIST. (2) A'S UNIFORMLY FOLLOWING BARS THE EXISTING ROAD CROSS SECTION GRADE AND SLOPE. TYPE 'D" REINFORCED CONCRETE CURB W/ (2) W5 BARS, (TYPE SOLDIER COURSE ON ALL EDGES. TYR REINSTALLED PAVERS 1" LEVELING SAND_ i mmw LIMITS OF RESTORATION TYPE 'D" REINFORCED CONCRETE SAWCUT LINE CURB W/ (2) J5 BARS, (TYPE BE TEPIACEDRA, REQUIRED PLAN PEW REMOVE PAVERS TO MAKE REPAIR AND REINSTALL UNIFORMLY FOLLOWING THE EXISTING ROAD CROSS SECTION GRADE AND SLOPE. -EXIST. CURB TO BE REPLACED AS REQUIRED INSTALL (REVETMENT TYPE I mm _ DISTANCE VARIES NBC NEW EXISTING BASE L SEE PLAN NON -WOVEN CONSTRUCT 8" THICK LIMEROCK CONSTRUCT 12 THICK HOMOGENEOUS GEOTEXTI LE BASE, COMPACTED TO 98% MAX. SUBGRADE MIXED AND STABILIZED TO F.B.V. DENSITY PER AASHTO T-180. OF 50 P 51. MIN. AND COMPACTED TO A MIN. OF 93% MAX. DENSITY (CBR, 30 MIN) SECTION VIEW SCALE TYPICAL PAVEMENT RESTORATION DETAIL REPAIR FOR EXPOSED CONCRETE CURB AND DAMAGED PAVEMENT REPAIR NOTES #2 1. REMOVE DEBRIS SALVAGE THE CONCRETE PAVERS TO BE REUSED. 2, CHIP -OUT CRACKED CONCRETE CURB ALL AROUND EXPOSED STEEL 3. SAWCUT TO MEET NEW CURB. 4. CONSTRUCT NEW LIME ROCKBASE TO BE COMPACTED IO 100%, 5, FORM THE CURB AND USE BONDING AGENT TO ADHERE NEW CONCRETE WITH EXISTING CURB. 6, POUR 6" LENGTH OF CURB. ]. RESUME THE CONSTRUCTION OF THE NEW TYPE D CURB. 8, REINSTALL REVETMENT. REFER i0 DETAILS ON SHEET REP-1. B OW DETECTABLE WARNING E CONCRETE TYPICAL BEACH ACCESS PAVEMENT RESTORATION DETAIL 3 SCALE = 1"-2 _RESONATION DISTANCE VARIES LIMITS OF RESIGNATION SAME SPLICE TO BE SEE PLAN SAWCUT III AND SIDES, 2" TYP. USED FOR CONVERSION NEW TYPE D EXIST. TYPE D OF FLUSH CURB TO PE D CURB CURB CURB EDGEMEE OF 'GEBEYOND NOTICE 6.. RBI -2 .�. Tr PZ-20-8889 8' s-R EINFoecep covcRETE � +arzra'zu W/ (2) R5 BARS CONCRETE CURB TYPE D — UETAIL m n USE ARMOR -TILE OR PRE -FABRICATED YELLOW DETECTABLE wARwNc sEI APPROVED EQUAL v o 0 3 o s s IN cONCIREIE � DETECTABLE WARNING 6 NIS TABLE OF JOINTS TYPE LOCATION 'A' OPEN JOINTS AT P.C. AND Pi. OF CURVES JUNCTION OF EXISTING OR NEW 'B' SAWED JOINTS AT 10 FEET ON CENTERS, C 1/2'" EXPANSION JOINT WHERE CURB ABUTS TO OTHER CURBS AND SIMILAR STRUCTURE + o 1 /2" PREMDLDED EXPANSION JOINT o c z u m 1/2' R 1/4" 1/2" R MATERIAL 1/8. w yy /2" d m TYPE 'ATYPE A TYPE C W 1n W P� (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS) (n a w Q of � CONCRETE JOINT DETAILS U Q M MS W W 05 Y w N U Q Q U SIGN 3 MIN, m c� Z W Y � U SIGNS TO BE 3' MIN FROM BIKEPATH AND ROADWAY (TYPE 5' MIN. PY: NEW (2) 45 BARS CHIP, EXPOSE STEEL AND REMOVE EXIST. (2) 45 BARS COLUMN CUT ANp REMOVE STEEL 18" SPLICE CONCRETE ON DAMAGED AREA LSIGN FINISH GRADE [� ­' REPAIR CONCRETE CURB TYPE D DETAIL— IGN PLACEMENT FRONT VI 0 DETAIL NOTE:CONNECTION ALLSC ESINDICAIED w 4 SCALE- 1-1 PERTAN TO FULL SIZE DRAWINGS (22"x34' DOWNTOWN / BRICKELL NET Contact Contact Name Address Zip Code District 2 The Honorable Ken Russell 3500 Pan American Dr. Miami, FI 33133 City of Miami, Planning Department Jacqueline Eillis - Chief of Land Development 444 SW 2 Ave 3rd floor Miami, FL 33130 Dade Heritage Trust Christine Rupp, Executive Director 190 SE 12th Terrace Miami, FL 33131 Brickell Homeowners Association Natalie Brown, Communications Director P.O. Box 45-2403 Miami, FI 33145 Downtown Development Authority Executive Director 200 S. Biscayne Blvd. #2929 Miami, FL 33131 Flagler District BID Terrell Fritz 25 SE 2 Ave. Suite# 240 Miami, FI 33131 Omni-Dowtown CRA Jason Walker, Executive Director 1401 N. Miami Avenue Miami, FL 33136 Venetian Causeway Neighborhood Alliance Diana Martinez, President 1030 North Venitian Drive Miami,FL 33139 Brickell Area Association Mercy Perez, Administrative Secretary 1395 Brickell AVE Suite #108 Miami, FI 33131 500 Brickell Juan Carlos Pulido, President 55 SE 6th Street, Suite # 1104 Miami, FL 33131 One Thousand Venetian Way Condominiums, Inc. Morton Ehrlich, President 1000 Venetian Way, Miami FL 33139 North Miami Avenue Preservation Association Christopher Macleod, President 1035 N. Miami AVE #401 Miami, FL 33136 Fininvest Simon Karam, President 6255 SW 133 Street Miami, FL 33156 The River Front Master Association, Inc. Michael Dubas 92 SW 3rd Street # 100 Miami, FL 33130 Spring Garden Civic Association Ernie Martin 1000 NW North River Drive #114 Miami, FL 33136 Miami River Marine Group Mark Bailey 3033 NW North River Drive Miami, FL 33142 Miami River Commission Brett Bibeau 1407 NW 7th Street, # 2 Miami, FL 33125 Downtown Neighbors Alliance Amal Sohl Kabbani, President 50 Biscayne Blvd. #4910 Miami, FL 33132 First Miami Presbyterian church Martin Mola, Property Manager 609 Brickell Avenue Miami, FL 33131