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Home My WebLink AboutR-2016-131 Approves the Site Plan (SP-73-16) & Variance (VA-80-16) Submitted by Schwebke-Shiskin & Assoc. on Behalf of Rocklyn Homes for Property at 4430 SW 32 Ave. RESOLUTION NO. 2016-131 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH,FLORIDA,APPROVING THE SITE PLAN(SP-73-16)AND VARIANCE (VA-80-16) SUBMITTED BY SCHWEBKE-SHISKIN AND ASSOCIATES ON BEHALF OF THE PROPERTY OWNER,ROCKLYN HOMES,FOR PROPERTY LOCATED AT 4430 SOUTHWEST 32 AVENUE IN THE CITY OF DANIA BEACH, FLORIDA; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS,the City Code of Ordinances,Chapter 28,entitled"Land Development Code" (the"LDC"),of Part 6,entitled"Development Review Procedures and Requirements",Article 635, entitled "Site Plans", states that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, the Applicant, Schwebke-Shiskin and Associates, on behalf of the owner, Rocklyn Homes, is requesting site plan approval to accommodate fifty-five (55)town homes and twenty-nine(29)boat slips for property located at 4430 Southwest 32 Avenue,Dania Beach,Florida; and WHEREAS,the site plan was reviewed by the City Development Review Committee(DRC) and the Applicant has two(2)outstanding staff comments that need to be addressed prior to issuance of building permits and the outstanding DRC comments are described below in Section 2 of this Resolution; and WHEREAS, pursuant to Article 625, entitled "Variances", the Applicant is requesting a variance (VA-80-16) from Section 290-70 (J) of the LDC to allow a setback of eleven (11) feet between a dumpster enclosure and three (3) on-site dwelling units where the LDC requires a minimum of twenty-five (25) feet; and WHEREAS, staff has reviewed the variance request and confirms that it satisfies the requirements of Article 625 of the LDC; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS,the City Commission finds that the approval of the proposed Site Plan(SP-73- 16)and Variance(VA 80-16)will protect the public health,safety,and welfare of the residents of the City, and furthers the purpose, goals, objectives and policies of the Comprehensive Plan; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the foregoing"WHEREAS"clauses are ratified and confirmed as being true and correct,and they are made a part of and incorporated into this Resolution by this reference. Section 2. That the Site Plan (SP-73-16) is approved consistent with the site plan provided on record with the following conditions which must be complied with or resolved prior to issuance of a building permit(all references to Articles are to those appearing in the LDC): 1. Park Impact Fee: Per Resolution Number 2014-071, the City Recreation and Open Space impact fee is $1,825.00 per unit,therefore a total of$100,375.00 is due prior to issuance of the last building permit. Per unit fees shall be paid upon receipt of building permit for each unit. (Planning) 2. Per Broward County Aviation Division letter dated June 21,2016,provide Determination of Hazard to Air Navigation and Airspace Obstruction Permit(as applicable)prior to building permit issuance. Section 3. That the variance request is approved consistent with the site plan approved herein. Section 4. Pursuant to Section 635-100"Expiration of Site Plans"of the LDC,the Site Plan (SP-73-16) shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the Site Plan, within eighteen(18) months from the date of this Resolution. Section 5. Pursuant to Section 625-50 "Expiration of Variances" of the LDC, the variance approval (VA-80-16) shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings within eighteen (18)months from the date of this Resolution. Section 6. That the issuance of a development permit by a municipality does not in any way create any right on the part of an applicant to obtain a permit from a state or federal agency,and does not create any liability on the part of the municipality for issuance of the permit if the applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. 2 RESOLUTION#2016-131 Section 7. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 8. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on September 27, 2016. ATTEST: ^5 FIRSl C�jy LOUISE STILSON, CMC A SALVINO, SR. CITY CLERK YOR APPROVED AS O AND CORREC THOM J. A SB O CITY ATTO EY 3 RESOLUTION#2016-131 EXHIBIT"A" LEGAL DESCRIPTION LOT 2 THROUGH 11, IN BLOCK 1, OF CANAL GROVES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 22, PAGE 31, OF THE PUBLIC RECORDS FOR BROWARD COUNTY, FLORIDA 4 RESOLUTION#2016-131 EXHIBIT`B" SITE PLAN 5 RESOLUTION#2016-131 AQUA BEILLA TOWNROKE 8-- 4430 SW 32ND AVENUE, DANIA BEACH, FL 33312 DRAWING INDEX CIVIL SITE DEVELOPMENT ShMINS C-0 OVERALL COVER SHEET SURVEY SP-I SREPLAN-ILEYSIEET MARCH 2016 SP-2 SITE PLAN LAYOUT PROPERTY OWNER sP-3 sREPLANLAYOUT —_ H and H Dania Heeoh,LLC ARCHITECTURAL COVEfl SLEET 2999 NE 191et Street,PH2 Mietnl,FL 33180 ARCHRECTURA COLOR RENDERINGS 306.933.4848(Phone) Al FIRST FLOOR RAN A2 SECOND FLOORPLAN CONTRACT PURCHASER A3 FRONT AND REAR ELEVATION RookM SIDE ELEVATIONS S ROOF RAN 3606 Koger Boulevard,Suite 208 n Homes.Inc. PROJECT AS MONUMENT SIGN DETAIL 606 Duluth, GA 90098 AS DETAL SHEET A7 ADDRESS DUAL FOR FEE 404.424.8112(Phone) LOCATION tjenkine®rocklynhomes.com PG PAVING LDR AGE-KEY SHEET ARCHITECT EXISTING LEGEND S 44TH ST PGD-2 PAVING I DRAINAGE LAYOUT 'b PGD3 PAVING.DRAINAGE LAYOUT The Ha,twin Group �- PG DI PAVING L MANAGE SECTIONS 252 Black Birch Pass I.ilburn, GA 90047 ® PGD5 PAVING L DRAINAGE DUALS 770291.2344(Phone) LY PGO6 -PAVING L DRAINAGE MAU IDhsrtmthEllal'twmgMup.COm > L"i WSi WATERASENER-R:YSFEET 1✓� /��i. Q ~ W&2 WATER B SEWER LAYOUT CIVIL ENGINEERING W , _ = W&3 WATER dSEVER LAYOUT SolLwebke-Shisldn.&Associate.,Inc. _w. myna aux ux.aw W '��; p WSa SAMPLE PONT LAYOUT L NOTES 3240 Corporate Fay ;eusa Q ¢ M (U WSd 'WATER LSENER-GENERA LETAILS Miramar,FL 93026 _ _ ¢ C'V 3 WSS WATER LSEWER-WATER DETAILS 964.496.7010(Phone) H F- 3 954.439.3288(Fax) ^a^m o.o.e d p M 0 W&T WATERASEWER-SANITARYDMALS johatello®shiskin.com M M P3 PM-1 .PAVEMENT MARKING LSIONAGE-HEY SEEM LANDSCAPE ARCHITECT ® M PM-2 .PAVEMENT MARIQJG ,0314 GE LAYOUT n v 3 S W 47 T H S T PN-3 PAVEMENT MARKING L SIGNAGE LAYOUT JFS Design,Inc. to - _.. ESC-7 EROSION LSEDLIEM CONTROL RAN 1833 Northwest 140th Terrace ESC-2 EROSION A SEDIMENT CONTROL DETAILS Pembroke Pines,FL 33028 U TL+ A r�954.44'7.1862(Phone) Gib-L,1 FIN ROAD TD7 TREE 05POSRON PLAN 954.442.8225(Fax) C L-1 .LANDSCAPE RAN jil y®jfedesignfl.com E L-2 SOUTH SECTOR LANDSCAPE PLAN MEP IS NORTH SECTOR LAM-RAN LA NOTES DETAILS.SPECIFICATIONS.MC. Tovse Engineering Consultants,Inc. SCALE: 1=300 L.TUA TYPICAUNRLANDSCAPENWS 8731 9F 83rd Court UTU-L TYPICAL uxR L1NOBCAPE PLANS Miami,FL 391(3 ) LOCATION SKETCH Miami,8F%3 Phone RR.1 '.IRRIGATION PLAN marcOLouseinc.ccm RR-2 SOUTH SECTOR IRRIGATION RAN SEC.30.7WP.50.RNO.42 IRR.3 NORTH SECTOR RRIGATDN PLAN E-1 PARIONG LOT PHOTOMETRIC PLAN p r e p a r e d b y SITE PLAN SUBMITTAL SCHWEBKE-SHISKIN & ASSOCIATES, INC. A■ONo. B-1951 3240 CORPORATE WAY, MIRAMAR, FL. 33025 SHEET 1 OF 44 LAND PLANNERS — ENGINEERS — LAND SURVEYORS (LB & CA##87) � a„I%P. TEL: (305)652-7010 FAX: (305)652-8284 """°•""'""" zaomaaAw.ww T,.r,m.,xrAoowoovMMLr,ravn,r®ra.. B 1 1 ! CUT-U F ALTA/ACSM Land Title Surveyrr — P 50 C- 0U'Na m3g'n I I ------------ I AI AtAIF I———————————————————- /ECT E _ CANAL ROVES I REVISE[ PLAT OF CANAL GROVES j I PROPERTY LOT- I L nCs—BA2 1 19$ II i6B - Up�I•' . 22. � PG._1�� 'j"� nB_d. 23 — PG. 35 LOT— OT O2 —5 l/LOTCOCK-2 JIBL OK 8 LO= C — ————— _ —JI � L� O-CATION SKETCH N.T.S.S BLOCK LOT— 07—6 LOT— IBLOCK LOK B T it I Ig I I I I® ® stss 91 + �� I +��' I I ® ® I I Ia I LOT- 5 11 � �r I I I y BLOCK- 11V . 1 7 I 'aP�d�,T�o yti,+ s III ®*® .IIIII® ��(®° ►III ``Cq9� III,a�*s©?y��ta vu��lP.I+J��o� k°I� K-°�yod+��`,� II -+ OT � 2 LOTo-o LOT- 3 I LOT 'BLOC K- I BLOCK- 1 LOC BLOCK-1 BL 1 K-2 ET y, _ 12 LOTP ' »' LOT B 0K- LOT- 9 LOT- 8BLC BLOCK- 1 BLOCK- 11I1II co 37T»a a�.A.a.... .a.N P � I pgao +Ag I^:Q I' °s g� �a* ® I 5®I I + I .-. I+� I I I +\a aeq dd� Y _m aaao SW 32 AV UE oCK- B 1 DANIA BFACH,F 3M12 40003015-17 ANAL �''�yC.l� �^^-•'' PROFEW10NALLAND SUNVEYOB �n r »rw,aaam,mwrcuwnmrra a,w Y/, BMAPPPP):fl� AM DLoflDE IBANPA TREELEGEND RUM.. zSaA ISTATEOFMORION Omm BY: WA — Ir ------T-- La. newWt.nm.VsWao-%la aDaa e&95 7 ReNd.n:O/-0e-1 .... � 1 1I��ty J T laN,xl:a8I1BN1 ev BB-1&8 a.�W,� ��•41.: �`a -�_ _.�� I TE[EPHDNE.(.0a �DN i IJIRow.]IIML zl:mmsT- a.say. :m —R.'—�"'m I• .Sff.� V �.._Jaf— �~ � y ��u�L To-�-e""' r�'T°': iurve>�urs ynr. LANDS RS y+ PRO.ECT DEVELOPMOVT DATA eSclzwP:�i�e 4- ASOCWA ,ff. LAND SURVBYBRS CfYJL BNCJN88A5 LANR PLWNNRS Leger C.4BeY 8Eb CBRPBRAT6 NAY ' IURAAGR.PL B30E6 eG(90H)BeP ' FAR:(808)BHP-BEB{ wr m<xl.,v :oBroB -,ximxo u,n,m w-,.vv.n ruv�v 1 G\ EXIS INT GPROP EXISTING 1 CANAL CANAL 29 28 2J 26 26 24 23 22 21 30 1B 101I 18 14 13 it 11 10 8 B ] B a d 3 2 �F,IpTml 1 IN e o�, 71 • s� �' l F .�,g E �z - r� � 1zl ra r -,e: ew+ c ._--_._ ..___�.. _....._. T...— �. -_..._ ._.,_.. .......,.._ ..... --" • gW w = o Y L —T — 1 1 s C� RP t — ABEB I . OR L. l DmJ ,I LINE L' -�uW32n�cAVE6�E -�-- ----- -- -�---- S 32ndAVELIN ��r� a•wa=2aww9ena 771 77 J, ' ✓,1 .. I ronn C.Teuo.F.7�7 A.vt.nve PresiHmL I s•a...°�v,r ae r � rIme¢�p0M s4Aa,.a M w I n.v. &1957 I Dwg.No: j Sp-1 OF: is-i i°nnanui ix, �n un i uii iiui ii,m, ---------------------------------- ----------------- --- EXISTI�N6�' RS CANAL for all MrPAMAX PZ MM 29 28 27 26 25 24 23 22 j 21 20 19 18 TH REVISIONS SITE PLAN LEGEND P-P El PE- , .L�7 2 2 2) ik' 2 2 tT 2 1 4 =DENOTES SIDI-SWPM ALONG BERMS Or R/W BE—.101-- 2 2 2 2 2 T 2 2 2 ED,!—M.—I..E L Do—..—B 10 DV*TM PROPOSED_IGH-MU 0.0 0 sa 2 -N. RG 114 DENOTES BIKE F"m21 Wj 2 � DENOTES PROPDSEB--EWE POST& u E3 -m. [-LJ 2 Xj ----4— A I. 2 2 PROPOSED DRY DETEN77ONAREA OT.ELEV=1.501AAM 2 ——— —————————————————— yle C.TW..F.E. uj _77------ 14/51111 r JU) --—————————-- - — �c_F - _SWT2nd__A'lAElTW�------ -—---—-— B-1951 Dwg. No: U) q P-9 OF: C,—;' AQUABELLA TOWNHOMES _ 4430_ SW 32nd AVENUE Proposed Single Family Attached Development AWLL ROCKLYN HOMES The Most Important Home We'll Build Is Yours ---------------------------------------------------- -sAijin& ------------ PROPERTY /EXISTING\ LINE w CANAL C 14 13 12 1 10 9 '0 1 . f I - - - 1 1 1 TaoeJ 17 16 15 8 6 a. 4 3 2 REVISIONS T 74 ITn ±12 �Ll SnE PLAN T Iq.P IM 4- MeW1 P----T- 5 P—EE.----E PREA 2 2 2 2 2 Is K—U E.—SAY 11— IL RfW 11 2 ODXO-ES Pit0—UNE 16 z % --B--Eo E 0 z Lij IR 0 IL 2 —I DIRC-K ❑ Do—1.—1— 171 PROPOSED % DRYDETENnONARF4, 0 T.ELEV.=I..'NAVD AREA -———————————— SETBACK -7 LINE WON. --------- -PM' 07 ------------ nd B-1951 -UrE Dwg. No: zi SP-3 OF: C u) I � AQUABELLA TOWNHOMES a k. ROCKLYN HOMES The Most bportam Nome Well Build k Yours AQUABELLA TOWNHOMES AW Pp 40 R OCKLYN HOMES The Most Imponant Home Well Build Is Yours Sar 144'-0" 34'-0" 34'-0' 1. 24'-0' PATIO PATIO PATIO PAilO PATIO PATID i^ e DWWGRODM E��e�C�rv� DWWGAOOM DWWGROOM �J DWWGRODM YRC H I v DWWGROOM FAMRY RODM I I I DWWGROOM FAMRY ROOM FAMR.YROOM PAMILY ROOM I I I I I KIFCHEN KII'CIIEN FAMILY ROOM — PAMILYROOM FWDR. PWDR I wrexEH I I I RneTIFs1 I MACJJIIJ ® MAC ® :r MD MD PWDR PWDR w uP uP I I I I I AC HVAC POYER FOYER FOYER FOYER FOYER POYER L I I I I GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE 406 sf 406 sf 406 sf 406 sf 406 sf 406 sf I I I I I I I I I I 5 The Crawford Plan The Bradbemj Plan The Crestwood Plan The Crawford Plan The Bradbemj Plan The Crestwood Plan l 1st.Floor 1st.Floor 1st.Floor 1st.Floor 1st.Floor 1st.Floor 855 sf 855 sf 855 sf 855 sf 855 sf 855 sf = FIRST FLOOR PLAN Ig a l'Y 8 umB P POPONittO11 c—CTIOH: NFFT NO. ROCKLYN HOMES AQUABELLA TOWNHOMES ..AQV ABMU AP 1 s g n.nw.aos�+ice wm am u v,.. FIRST FLOOR PLAN F'®�` lii 2i'AI• 2i'V 2i'-0' 21'-0' 24'-0• 24'-0 ♦ I I I ♦ I I ♦ ♦ BEDROOM BITTING 5 $A— BEDROOM B®ROOM SITTING O ERS SPI'HNG 2 AREA UI7E O� 5 ARPA 2 3 AAEA UIPE O� AAEA I I I I I BATH BATH I I MEDIA/ I II OWNERS WIC I O BROOM ONUS I WIC II BONUS BATH ROOM SA BATH WAC HVAC W.I.G ND I I .m5 IgAMRY I ' C, IAUND uuNDRv ON ON DN ON DN ON O BATH O BATH uNDRv I I I uNDRr I IX11wxc oxen w.Lc. BATH O WIJERS I I BATH O OEDAOOM BATH (DOWNERS O 2 � BBDROOM BATH ♦ BEDROOM 2 BEDROOM I I I 3 I I E7 3 BEDROOM 3 OWN 5 BEDROOM BEDROOM UPPER SU B®ROOM UPPER 3 O 5 2 PORCH 2 PORCH SU W.LC W.LC 1 I ♦ I I I The Crawford Plan The Bradberry Plan The Crestwood Plan The Crawford Plan The Bradberry Plan The Crestwood Plan t 2nd.Floor 2nd.Floor 2nd.Floor 2nd.Floor 2nd.Floor 2nd.Floor 1,241 sf 1,241 sf 1,241 sf 1,241 sf 1,241 sf 1,241 sf �K SECOND FLOOR PLAN �g �scs =a Ie €� o.re siear,sia«couec x. exec.xo. B ROCKLYN H E e,.S AQUABELLA TOWNHOMES ��: Ae 2 BY ne me.ti.� xt�Btldhw.. Uo� a .,��.x. SECOND FLOOR PLAN Bxmuff F yy r rr n h ^r. . r� ^. _ r�� .� •.�r J �^ � r �� r'�• �f hr�N �,tr�*r�n� �' r ^ F 7 r, Ir jl' ------_—_ C3000 I r 3 M-EM-3 EM-3 M-EM mommomm E300 100000000 E3 ®®®® The Crawford Plan The Bradberry Plan The Crestwood Plan The Crawford Plan The Bradberry Plan The Crestwood Plan TYPICAL FRONT ELEVATION .�( ^ W N H.•�Y.P Y n t"�7" x J'""" N l'r "^ �S xr+�F _ H� ____�_____-- -- ______ ______�______�_______ ___ _____�____ --e n- — — C Ef -----m---�-W-,M-kEr g - ------- -Mlm -1m] tl AC uNt sueened ae wllh IR-J—pft typ. TYPICAL REAR ELEVATION 3: �4 Ig Y'g gs �xnox sxeer xo. ROCKLYN HOMES AQUABELLA TOWNHOMES STAR DATE:°'" A.3 aRL FRONT and REAR ELEVATION DLLs/to•=i'—o' ti ___————_ ______________^____ _—_^___--____—_--_ —— --------- — R —— ——— d pip � I non --------------- ---------------- —————— - LEFT ELEVATION RIGHT ELEVATION ---------------------- ----------- --------- - ----------------------------- ----------- ---------- ------------ 1 I I 1 I I I I I I I I N NT N� I I I I I I I I I I I I I I I I I I I I �I 1 I I N N I Y _ I pppap I N I 39 I I M• � I g. I I I _ N N 1 — I p — I ------- --------- --�---- -------- -----------------� ---- - 4i --- L-------- --------J,I ----------------- 94 Ig `g ROOF PLAN AQUABELLA TOWNHOMES �.�'�`�°" ROCKLYN HOMES A•4 4 n»mm ems..x�>w.a asls�.. o a�. ..� SIDE ELEVATIONS & ROOF PLAN SIN N W TILE BACKGROUND OF SIGN TO BE PANTONE 2237C \ \ \/ W LETTERS TO BE BRONZE METTALIC / \ INDIVIDUAL LETTERS RAISED 1" 5'-D" I FROM BACKGROUND >� �1 ENTRANCE SIGN a/e•-i-o 32"x32"x5'-4"COLUMN W/ PRECAST CAP,TYP 5'0"HIGH CONIC.WALL W/ W-0' 'v-0" CAP:TYP 6'-0"HIGH ALUMINUM FENCE, TYP 30, l l... r,"N-ENTRANCE PLAN �/ie•-r-r S99� E a a q E%TR'NCE ELEVATION �y 16 REYbION WINBEe: 61ElT Iro. �v.xo. icv.are aurnae ROCKLYN HOMES AQUABELLA ENTRANCE "^E`Md A.5 TV Me"Ypor""Flm"WAI Buitl 6 Tan N4YM Bri Monument Sign Detail MWT ""'Ens NOM r ' 0 0 J/ /u E Rf iWl E ,r---T GRGSE iIiTIN BIXIMD FA JY' 5' d•-0• 1'OW y.,d. d' as�m1 N Ix�ESL IE£LP m W�FILBEO NIdEIBRM:IN�6¢ N WNNP. mvquLi'�e�xw PPE Feim WITH CONCRETE PNNIED 4 I l avL b .N6m:i '• 6.3. d'-n• TNX 1 11 i WlN�) s.0 B 1/z'DV.SIE¢ InW.xm Ie'6V.NxO[W rNnm 3/.'.CNE B¢i ii 1! _____ it I PNHfF➢ enwauW m Y°.e� OVER SWPEO -O+LV.PMrt fA 1 JI `JI iLi— u¢PIPE FILIED WITH IEY IYP.BOM BaB Di OOORB. .exW CONCRETE PNNRD �1 DUMPSTER ENCLOSURE PLAN DUMPSTER ENCLOSURE ELEVATION rz�DUMPSTER ENCLOSURE DETAIL ],D» aAY vital-Cluster Box Unit-Type III cw,TIE SPu ❑ ❑ F ❑ ❑ snw:m ax ❑ ❑ onEwm sexs ❑ ❑ e�xre•m .wD a WNL TleS dIA H MafPl.e ❑ ••❑ I]3/6 tala.:TE WASN >7 M'O.C.dIe LkB ❑ ❑ 11 1/2• IsuwTH oOxE TIM a Ww.-HamDE sz sre^ ❑ kBo,E wolWG. 67 dl I/T' PEDESTAL BY 4CIEDUIL+0 SR¢PPE nUEO WON CFLLB pILY. 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ROCKLYN HOMES AQUABELLA TOWNHOMES � is NY. P A.6 04 mNm.P.eW . Y Detail Sheet @goal ADDRESS LOCATOR NOTE: ALL ADDRESS SIGNS SHALL BE LOCATED 4'-0" ABOVE THE LEFT CORNER OF THE GARAGE DOOR. ADDRESS PLATE ADDRESS SIGN SHALL BE 14" WIDE X 9" HIGH WITH 5" WHITE LETTERS ON A BRONZE BACKGROUND s g� €5 o B� x sxssr xo. ROCKLYN HOMES AQUABELLA TOWNHOMES A,7 ATM— o �. Address Detail for Fire F W Gc+)/C+)2WpF1TlPE wRaHK 9f/'iG 1'W-0' LAND SURPHYORS CML dNC]NHBAS L PLANNERS afar/ar G/87 al10 CORPORAre HAY YARAYAR,PL J80P6 TBL(906)BJE-Y010 REVISIONS AL —_T___—____________ _______—_______—_______ _______—_________—_________—_—_____—_—_--___A______—A a EXISTING ,, , � �J/� \ /EXISTING 1 CANAL CANAL ' � 2B 38 3] 3B 25 3x 3a 33 1f 20 1B ie t] 18 14 UDj jjj1jflMWMUM Z d a { w c, ar-- F_ �L. Z h - oLu cm ET� I a� r :r S=T - T_-1 C —T I I` 3 1 ! I � L. IEL —_ -- - -- - ' - - _- x. -I—-—------- 3 QQ�-�-- -—- —-— -—- �. �W 32nd A UN I 1 — — 1 7 �e 2ogv C.Tallo.P.B. - A.xt nxx Prxaamt KF yyy,y�x,.T16ai 7 L iwnx 77777 e=.t N Nxlad w. 5-7851 v.... ,.� ,.,. Dwg. No: s PGD-1 OF: nOB min ix i w ivi in nn aii G�C/zWElTl2E PFAVMG GRADMG 8 DRAINAGE LEGEND --------r------------ -—-—-—-— -- -- �_—----- —_—_—_ cS�zi�xin L N +DPcsw DY mWA;wwGSLa,! - - DFFCTFz DN /�� v Z a � EXISTING L,"°BBdPdroBB •I � ED '� uxu�Lu."NddB I � W LBiBT CA/BT PRO`oSED:ONCRETE SIDEXa_KS I CANAL I in JRID LWRPoMTB MAY PRO'OSEO SAVKLT LINE/MATCH I I TBGeMAR pp SFBID -�--- ExlsnNc GRADE N i 9, IF[28 27 26 25 24 423 22 21 20 19 18 1 17 16 I 14 PAn fsosJJJBRd-Bee.F PP—sm r� ARRDR - - -- - - -. _ .1.._ _ -... I 1 I' 1 T T Frill T r T fl T --a-rRo�oGEO Fool uNE RfiVISIONS n '1- DwG is s0!xoPts ALD,G BlHMs Da sXA w n"J .I . - 12Y UlHOILS vRUVLiw VNISNlU S.HIaCt-ANON(!. g1p gIF plp I„ P SN F F.Im R IR F rONrP RNI—P GRADF. D" sm OEIM:TE;TAO PROPO,S'J ELEVATOR;NATMH-TOP OF CCRO TOP Or THCKEN D EDGE TO OM E EVAOCN E F EIAENT F 35f LOPFO PROP ORY gpLgNO PRO BWLdNp MATCH C)OSLNO c 1 OCK �_. E BLAweN FFE•W (NAV➢.) FFR,2s+�S P1Av°W REF-I TO SHEET C 12 FCR r,ORRESPCNDMG CROSS-SECTION rc.0 n DENCTES PROPCEED CATCH PASIV Boy -DENCTES PROPOSED—WAGE—HO-E TY°FJ tl m_ENOTEs PROPOc_J LGHT POLE v/ sa ,ENOTEs snN Tnxr MnnI1oLE E t _ )1 , f e .s:J s I (D µl u yw� sv N,E Z y _J� .! a _ ✓' a" t (L Pia aMR M 4 FpTSS TO RE CONRFACTCR t LLL PROMO D e B SHONN ON P ARE TO THE NI tED SURFAC OE TOP OF \ `1 Z 'a) 2 AMnx M L..NUIN n rSLOF�FM TO THE FOurnv xG sTANTSRJs ,. Ilk � A 1.pu E—NO-AL11 x sPECFTCAigR ON OECORarnE P11 s �° y STNNs.wiRRns.q T Mu. Y P0.0P 1 9JLLUN0 i PROP.29T LRLDING I , w Fj Ip C '' FFE gK.W PNVOM ' EYDBBI 1 Z g U Isr , I ' ly�a�yll C 1HE PRORMNACE SYSTEM WILL BE CONSIiNCTED TO I/"Em' g ppOp.2STORY B111LgN0 M \ .. s Y I a PROVIDE SUBBfARiA1.FLOOD PROTECTION IMPROVEMENR.THE PROPOSED J / �l DESIGN SHOWN REPRESENR P MINABY DESIGN CONSIDERATION AND MAY I IS FE-NJgPUDeR p» ` 15 VV CHAN E DUE TO PERMRRNG AGENGES REQUIREMENT$ENGINEERING DEVON IIyBBE��777��I CHANGES OR UNKNOWN E%ISTBIG CONDITIONS. - Z A 04 pop W , p > f O I. -. ' PRORTORY BLNUNNG `~ ,I WXRB n J a e I PROPOSEDG am°vune I -- vE•,,.vvuwmN v � I DRYDETENTIONBREA BOT.ELEV.=1.5 NAVD aTFm n mm/Nana I ? M - _!__ .. i• ' wMy aMuv:JR RM 9BBPL iW654 °rJOM C.T°LLo.P.B. I \W_� - �I�_ -- - -- Wd � ��S 3 dAVETN 951 ru -- - -- - - .,1-- i1..�a ___ _ _ ___. _ __ _ 5_ F R°Im°Rlu v.IF.1..m-r f� / li iwovPGD-2 IIIpn Mlln lul MI III FT IIIII an �C/2GTEUFEE - - - --N - -------------------------------------------------r----------------------�-W - _ - i EXISTING /' CnLBH HBR ` L.U. 19887D PLINN Mon CANAL W I J8I0 CORPOAITS 8AY V) YDLIYAB,FL 990E6 I � FAVPKi(3RADPA3 8 ORANAOE LEWND T8L(986)66P-p8f0 �m7 18 14 13 12 11 10 9 8 7 6 5 I 4 3 2 1 ID rAT.•(s9n)esP-en9E r - ( f - 1 (- T I .DeaT-s rR:;rosED DRrh vAl MWOSCME REVISIONS An,mPJ n jnR D'ro vN Pusw vnvLAD.uI stclluN 6.,6 nb 6,f a le nle n, n e n s n,e em j . n nis s r'� I I P�IPr-.Fn nN rfwu<j j -POPOSED SAw 1 LINE/NATLN xIGTI O GRADE PROP.ZST BbLpN6 PR9.T��B.BIUINO FgOP.]�SUILOPfO �� j 6AlIRTB 6OYTS - HOSED GLOW A.W ii FFE, 88 FFE=KbBRNVD� d FFE=•amRw` w y aH• e a Y ey ` rt-PiOPCSED—LINE M1 ) D_Wi=S SIDE-SWFES F CNG CERMS OR Sw -S wQlRPJ a DEVOTES rKPOSED iMISMED 986ACE EJ:VATION(I.E.MP OF FINISHED SJRFACE.CONCRCE GII.S.EC LRADE. • ^ � / Jf 'N y�y ✓_ z.f fiOiiOUIXELEVAib- OF_ �SEDF C.IFanAVENJIi lMx`<fNGO'M:F . 0 P °—'fA 5:IMI J�p ~I � PrJ 0 OT S PPo'PO"ED CATCHRSASN ESPONDINC CPOSS-SECT OH y� y 1 g7�A1; � u RNAwsYfP I O ,f _ y) I �,T 0 =D"vOT'a PM:POSED OROWGE AIANFOLE d q ', ^ Tf MY b[ DENOTES PROPOSED JOH POLE W C.t \/ W, nf. • SNH -DENOTES SMITAR!W DLE Z Tf] ..\� ' ® nu�RrJ Doer DPJ frsxv ill I � fq�m � A FfE�VDeh ,� GFE.�wM) ^i^V fspww ar efMlp `�oawn xf �} � z • NpTEe TO iFE COIIERACE[Yt `11 4 Pew RE TQ L s flf , THE OvxSxEO _ _ > E wmR DeD ] _ QDDw 6;T NaRQ; A Y. - ° nfE9T6 �� 6M�a.� -.. fm _ —.— __ _ � b. e, I �"Ea�I"R MR'1 S FLCP SIME IG�IS 0,of�R n°ER J_— --T — —T— —�'j— T — L — — — — I. j ERN_j. a 31 rp I � n PROPO nf� SE - n, THEOP PROPOSED OFFSRE ORNNAGE SYSTEM IVR CONSLR3 K D TO PROVIDE SURSFANML iL000 PROlEC110N MPROfENEYFS.THE PROPOSED Prm pF� gy;p,Vle/u DRYDETENlIONIREA A a�'bf � DESIGN SM—REPR—PRELRIH4l!DE51Grf—SW TgN MO IMY BOT.ELEV.=i. NAVD T—1 I—N DUE TO PERNR—I MEKIS REQWREMEMS.EI EBMO DESIGN nP.78051*, _ CWW6E5 OR UNIOIOWN E—RIC CONORMNS. eTfcf M,.w/le/le ' I R4 NV - hulY aMmSR R819811P1 r I I FAY � 7 — 0 � _ Ls'T �~ •p' Amr,RelwF p� d:I.Fi;� .6R a .T ]oho C.TeBlo.P8. I� Awt.Ytoe Preatdevl A _M.l�1e0ue ti.LT RBY e Fla --.___. .;'� __ '•__ �YrY ___ - 14. j-- �,�-i_ 4 ___ I m u°i re"'°r°vle' ,,'t i '/'�' °»�'. .�F','r°' SW 32pd A� �JNE --""— --- ------- �. - - / fM xa e- I/' 1ss1 -- - 'I�__ 1 -- -- - --- -- Dwg. No: N PGD-3 OF: i.-: GJCl2WEUI2E � enns�ets�[nc//T va es.>n u.e ox Bxc wzc nRY1- Asa sw.a s.n ter. sew— Y� oj110 �JRC. n E Al C(YIL NUfNRS WND PLANNEEERS LE1B> CA£BY _,may �', `Tu.v.o�_ —�vauu.^'• 9PI0 C➢RPBRATB BAY 7 MIRAYAR FL 930Y6 TEL:(305)66P-YB IB REVISIONS SECTION'A' SECTION V NT.A N.Tb B/T> Z , q� h I e 'GI Q Z a 1 &o w z -------------- SECTION'C' SECTION U c.9� xT3 NTB ¢ � a o PA Br,o.B.rufuAe LM er JOLn C.TBLLa.P.E. aa.�•� L.Br,nee PrBataBa� — ..mom vDasu om,.B..nsaT B.xo ea SECTION'E' SECTION'F' N.TS B-1951 Dwg. No: PGD-4 OF: C—i niBnxu��no i iu un ii�n�n one i SLOPE TO MATCH GSpJ2GTElTIYE BPE TO MATCH DRIvEWAr SLOPE GENERAL NOTES: c�+pp pp C URNEWAY$EDPE I/z'R �O/ILS/BIYt CT I...� I/Eta 3/a'R 1. AFL ELEYATNINS REFER ro NAVO(,888). ___- 2. ALL WORK E_CONFORM TO ph OF CAN.BEACH PUNK WORKS OEPMMENTS GRADING AND OMNAGE REWUTSWS AND STANDARDS,OCDEP WATER SOW P.S.L WNC.(YIN.) u _ YVMGEYENi RE011UTgN8 AND STNIMROB AND FLORIN D.O.T.SUuIDWO 2/3 LWRNWUS a 3. UK ROCNO EASE COURSE ATIXIEIST BTx(BY WEIGHT)OF THE IMTENLL SHIN 110C(QtE31 JRC. - PASS A 3.5'SIEVE AND W MORE THAN TOX SNAL A 3/a•SI AW THE ASPHALT 8• MATERIAL SHALL BE ORADED UNroRYLY DO.TO DUST.ALL CRUSHING WHIGH GMD SURFSYORSMICHT BE NEDESSARY N ORDER TO MEET-SEEREQUIREMENTSHALLBEBEFORE THE MATERIAL R PIACED ON THE PMKNO MA ERAL MAVWG A LWE MOO(BEARING RATIO(L.B.R.)MESS THAN IDD WILL NOT Le/6> CA/8> (S[E SEOWX) a BETALLOWED FOR BASE INTERNE.ST Eu.,SUB-B SE S HAVE A MIN.LB.R.- AD UNDER AL ASPMLLT ARFM. 81a0 CpRPoRATB BAY BOBE, �M COPMRO NK 5. COMPACTION 1FSTSPER�AAARTOPATTBp MEOpD TO SECE aA1BEBASTFAYLSHALL BE S8�4e(80�8)88LA>010 I'a Af GCN END ® DRIVEiYAY 806 8t- 12 IOxO(2) _,, „.-,•, •-�- TCOIeo DMETHOo 95x OF THE MODIFIED PROCfdR COMPACTION IE5E PER AMMO ( )8 BBBI V T.T.TiY GUTTER D T TT. 6. PAME COAT W UMF ROCS BASE COURSE SHAFL A-FOOT STANDARD AS SET ••L STOP DETAIL w M.PWLIIC CCONCREIE DN e'NALL EF OF TYPE G-3.TYPE s-3 ASPHATIC CONCRETE RRVISIONS N.T9. 2A CONCRETE VALLEY Ti7"I'F TFTATT SHALL NEET FOOT STANDARD SPECIFICCRNS AS BET FORTH IN SECTION SS.T(FDOT 8. �LO A EDN OF�Eltls S1W UUT SHORN ON THE PUNS ARE MPRO%INJOE Y�L rwrma 9xe AT An eAKIWRR®AEA NTs TRANSITION FLOW LINE TRANSITION CURB FROM 6"TO 0" ONLY.ADOMIHOWI UIRfUEs MAY EAST IN.ARE NOT SHOWN ON THE PUNS.THE COHIRILTO0.SHAH BE RESPoR ES.FOR THE LO-OF ALL EKIB,INC UNRIES. THE IANDCIXGYATIGN IN CWRgMIIM 4 M ALL USUIY BY ECOMPWIES.PRIOR TO/DR BY PROP.2' PROP.2' azaNWx¢AIFr fANy RNCigN opERATIoxs.wn,ARID AL coxrucTs of eABTINc VALLEY GUTTER 3' 6' CURB&GUTTER UIMFUIS WNN PROPOSED RAPROVPAENrs SNAU.BE RES-BY THE ENGINEER AND THE OYNIX PRKIR TO BEGNNWG ANY CONSTRUCTION OFEMOWS. 1ROfIC MANMISO.BEEMP IC AND SIGNS TO BE W CONFORMANCE W1,H EROWARD CONTRACTOR TO L B. COUNTY SPELF1UTOMB,MANUAL ON UNIFORM TRAFFIC CPACFS. �A CREATE A SMOOTH SAWCUf Mp REMOVE ,0.IN 1HE EY'FIRi THAT UNAIMNE Sg15 MIIO(ME fWID W1UNN THE LLVIR OP N nRAAeEQ WNR IAiO rAWm FLUSH WINT \ EILL TING PAVEYFM �PWPoND 1NE PROPOSED PARKING LOT a DRIVES!THE)I O TNA N SXML RENT v END NEW TPPNAi SpLR TO M RILL OFNN.THE EKCAVAOD MATERIAL SHALL BE SAUDIMED WTIH E%ISTINO ASPHALT I.CO AO LBR SOBS COMPACTED TO 95x IN 12 -R.1 'UYERS. NI COORDINATE YOUR WORIt WRX WATER k SEWER WIRRAOOR ro AMD PAVO ATWM Aw R5S FIfDWmIE �PROPOSW B'WFRWX r:\�F_L.W mnsxOAAWVllII vFF EXISTNNESEU IYPNOVEYEHR ME DIIUDED.RE4IORE iHEY ro THEIR CONd,ION . 98%COMPACTON ° AT WH BEOIMRINO Oi YMIR WOTIX. cNONALL UNUIr NIPAMFSBEFORESTARBNG WORK. YW ME SOUDY RESPONNSRUE FOR COMNNATNO AND I NNG NOTICE OF RMUSEM W^PPCT M N DOING THIS HONOR TIE LEAD RIME NEES OF THE DETAIL FOR MATCHING XISTLNGPAVE FN^ LINEON CURB & GUTTER ,FRAM COED FROM TMEATE (FAR INnuAfl[90.aM.YA A 12 NFL dSPOSLLO W��R UUBBRH MD DESHRE SIMLL BE MADE AT IE DISPOSAL WIAWN WWO RWA OEPOSrtfD ON APIACENT OR NEARBY PROPERTY RILL NOT BE CONMDEREO AS TO VALLEY GUTTER DETAIL NIB EN DISPOSED SAN3 C p°Y.NO SEPARA E M MFNT Y LL MADE MR 13.WORN PERFORMED UNDER THIS PROJECT WILL NOT BE CONMDERED AS CON— �L THE NSA ICCEPTAMI OF THE GARNER,ENGINEER.BROWM W O ONIY,AND N.T.S. OF DANIA SFACI AS REWIRED. 1. BEDDING MATERIAL WHEN NELELSIIN,SHAM BE CLEAN SANDY- la.U.-TESTS SNARL BE PEMgNED EVENT z.SW S.R.FOR BASE AND SUB-EASE. H WHENMFt AVAILABLE WITHIN 1HE UMIIS OF COLS UCIIGN.H4PORTED CmMI JNnI MPJ SNO TEST SIMNEL BE SUNFREED TO ME ENGINEER OF RECORD MR MPROVAL I BEDDING SMALL BE WELL GRADED(3/a•MAR.SEED CRUSHED 5.CORE ORRIED SAN-RILL EE PERFORMED TO INSURE THAT THE THICKNESS OF W ATERIAL ARE MR AE-FOR N TNIS PEWS.THE WNTRACiOR WILL BE Z h UMEROCK).ALL BEDDING ARRUL SHAM BE CCMPAC,ED ro 95X OF F RFSPoNANE TO NAME 1HNi lI£DESIGN TRICKNESS ME MR.MAXIMUM DENARY BEFORE ANY PPE 6 1/JD. -wr�1-- 1W.AM flR�OHC�D CONCRETE PPE(R.C.P.)SHAM MEET FIDRIDA DEPARTMENT OF V DENSRATP t -T t aa9. DARD SPEDFKATIGNS AS SR fgUX IN SECOWS a3O,aa0, 2. ASTM 0 21017. SMALL BE IN AIXORDANLE WffX AASHTO T-18p AND XF� SAMP Dab tJ.All CORPIM.ATED AUI9NED PIPE Q y ASiN 0-SO1 J. ,�•,eb. AMNSPoRTATpN STMDNIU SPECWICATNNS AS��fORMiN YLTON�S OF 3. IF/SJ$TONE IS USED,CONNIGTOI SHALL PROVIDE FILTER FABRIC y�1'I•.LLi �NryvMsnnl 18. OWJIAGE�II��E STRIA...SUMP OF W BE AEASANEU OVER FROPIPEM C OVER THE/ST STONE ro AVdp SOIL MIGRATION. TkP" 3n'UMEROCK. OIQCl'RTC VIRIf 19.AL PPE eEDMNc sHA1 BE of cbpE cwxAAR O4Aurc.FREE of IXCEssIYE TRENCH DETAIL G W b=N.�B.3ARD RM IN E DMO SWLLLFHE IDEE STONE NOT A MINIMUM OF 12'�THAN 3/a'S REWYM9NOEO.PIPE V a N.TB a'M B' 2D.1RENLX 6RSHAL BE BACK FILLED WRH APPROVED MATERIAL FREE OF LARGE LOGS. z UNDER T UDNG RIXR5 AND CAREFULLY OEN91ED AND,COMPACTED N UYERS NOT TO �p DRNEWAYs IXCFED e'UNR MFOIICH iRl INS BEEN PucED ro FROVPE A COVER CF NOT pRR p m LESS THAN ONE FOOT ABOVE TME PPE.THE RFMNNDFN OF BACK FRL MATERIAL ^flF IIILLL ON sinWr 1/a' ARIL BE PULED N 12'IAYERS MOIAENCD ARp COMPAOED ro A WNRRAM OF W ,/A T I/. 9SX OF THE MODIFIED PNOCRN TEST M PER MSHTO T-18D MEMOD -------- r----T- --- I JI In• z,.WIEIB AND MAMRgE LOCATION DKG ONER WWER13 LFNCINS;FOR EXACT T Pn_meMN LOGTgN OF AR .EE, j�L msnxR eAMIWr A I I A --- I uPm.Mn J.IA CURB RAMP DETAIL zz.COM,NA i SHALL BBBMR SHOP CMWWCE roR Au DRUNAGE TNU_ES,PIPES, 4$1 UR T I/2'Rae. YOM°i1 PDOT 8 ANEME D O p/Goa(CR-tl)) ERA ES AND FEINTED MATERAL ro THE EN I-OF RECORD MR HIS MPROYA z T PRIOR TD NSiAUff T N.T.B. 2J.AT NNE COYPIETIGX Di THE WORK ME CONTRACTOROTN SHALL CERI E TNT HE 0 I EPNNAGE SYSTEM 5 CIFAN a DEERS W ANY OTHER FOREIGN OBJECT.THE SRE RAN VEW 1 REFER, Im =8• SE S PT CLEAR Di ALL SOPl,S MATDRAL OR TRASH.NE PAVED NEAR SHALL d O RDEJ!ro Od1Dr�D PI.W fUP mcE a MMEENr BE$YIEM BROOM OEMJ. co :Dy�I GDIIvfL+3DHOII pp.�..flII910II 7OEn}, A1D Ip°D2 ptg GQaBE,F Mp SMMN ]a.AL RIPE SUET MOPE OR CPP TO A XIGN SRRENC,X WRRU TYPE PoLTERHnENE P ME6l ro A'ROIiC A YPA LF RST SLOPE PIPE WITH SMDOM INTERDR.RIPE ARAM MEET ASHiO N29a TYPE S: fINAN AIRWRNA all P • ]p6aM.S PA4F11p//OIFF fh12? SPECBKAODN TOR COFFIN'TFD PoLYERMFTIE PqPE,12 TO 3°TN DNNERER,ASiM n�T��T •s LF.Inlmnx oY JlnvlpF` ryA°FM tlL, SEE PUN OR RRNR D1248.ASTM DA50 k ASM FI05.PIPE WSTAUATXIN FOR C.P.P.SMLL BE IN V .-.IN TH ASMM 2331:STANDVtO PRACTIGE MR UND OF EFCROUND CAI t WMn Nub bMn°TR aM CanuW.CurM FLEXIBLE TNFAMOPHA$TIC SEWER PPE.PPE SXAL BE ADS 5-12. �gl ,A 2X MAX.O.SX MIN.SIDEW 2'R9d 2" HAIFWR HI-0 OR APPROYID Vq ALL JOINTS SHALL BE WATER FIGHT. 2S.ALL EHDRM OR.AtAGE SIHNCRIFES SHAM BE MI PPED WRH FIEXSTON OR APPRO\T.D EQUAL.THE NLET PROIECIIOR 6 NOT TO BE REMONED OR JUSPHALTKonl C v CW MWM TE P roMOM BEO 50.51E UR LA DECAP NG.SIDE, bl4.f.ANA. T T /CM W.SMPRc.AND AVE.P.Ds OPON THE N.},8. (SLOPEVNES) R F., .�SIRUCEU ES NMN PROJECT SNALL V BE AMD CLEAN OF AL BILT,SAND, DEEHU BEFORE DNA ACCEPTANCE BY THE ENGNFER AND THE OWIJFR. enlw A •:�'�` R).ALL STORM ORIRLADE PIPE(PERFgATED OR NON-P C ATED)WILL BE NSTAlEO II'omn FF<n 1 PROP.12"SUR-BASE 8. AND MANIC-CLEAN AND CLEAR OF OEBRIE ROOK,SWD AND sRT. I! I-U• MIN.LBR=aO ^�R 2B.WNTRALTOR(s)ENALL BE CAUDOMED THAT ISOOCR TroN OF SUCH MATERIALS AS R KM9 MIN.COMPACTION=9SX WNSOUCTIW MATERAIS,CONCRETE AND STUCCO SIURNY OR W HA 0R_ EIECfpN'A•A' 8' 3' 0. NYIE: FPEx} i/LT TTL+� O MYDRMRIC RINDS THESIE�M-AND ON ANY O ERR SUCH DAFIERIWB�WTI SAWCUTE RED AT ID'O.C. CKENED EDGE SIDEWALK WHEN INTRODUCED INTO THE STORM CMINAGE SYSTEM CAN AND WILL RENDER O cFUF a wn[c• W/IN 48 HOURS OF POUR (C�°°rola B B.8,000 P81 MIN.) U6E .PO1NE THE SITE AND SURROUNDING SITES OR HARM THE SYAEM'S PERFORMANCE ILNE. FJ9hn C.TIMN.PA N.T.B. /uBt.Yl9a PF RUUML 1. PEPIALED BASE MAlERIA1 OVER pRCN SWLI BE 1WICE THE THIGKNE55 OF THE u ASPHALT yB�A lyya.RM>I65> WE A BASE MALL B W.EDMAJOUUM 24'. 2 BASE MATERIAL SHALL CR PUCED IN B'MAMMUM(LOOSE MEASURE NEM) AND EACH DYER THOROUGHLY FOULED OR TAMPED TO 90x OF MAUYUM DENBNY,PER IMINTO T-i8D. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHAM BE MECMMBCALLY SNARED. B"UMEROCK BASE,UH-iOD dr SaID�CAFAuWIk giNMM A. SURFACE MATERIAL SHALL BE CONSISTFM WRH TME SURROUNONO SURFACE COMPACTED TO 9BX z'� wFO CONCRETE NOTES: NrRwAeANDArs NITERVL S. EASE MATERIAL SHALL HAVE A MINIMUM LET OF 100 AND A MINIMUM B' B' �;NsPAOAA 1. JOWL MATERIAL SMALL EE OF A SRICOI SEVANf MATERIAL. WYx1v IF THE DITATECH CONTENT OF TOX fibs FOR LOCH STREETS). 2. HE CR�RpE E MIA r MALL BE DESIGNED TO MEET ALL REOXRMEN S OF CRASS I 6. IF DNCN N FXLED TCH ED NLY.N STALL M CDUERFR M A 1'iHIGK W STAN..SUBGTRADE A fd4°° ro0 SPECFICAlK1NS SECiKIN JAS.THE NIMMUM WMIPR65NE Ae NWIFd MAREP CONCRETE PATCH ro NEEP RARE FILL MAlER41 FROM MVNFNG, UR=tU t COMPACTED TO 95% STUENGON SP BE 3,9W CA AT S. MAYS;1K SLUMP WAGE SWIM BE 2 ro a UNU REPLACED WITH A PERMANENT PAVEMENT PATCH. A A INCHES AND MNUAUM ISO PSI FELXUML STNENGIN. B•1951 J. RESTOMOON MUST BE RECTANGLE IN SHAPE WITH A UNIFORM WIDTH ACROSS A L J. RENFORCWG STEM SHAM BE PER ASTM A615,GRADE eO.FU UNE a. S�-BABE MINST KOW: ACTED LOOSE MATERIAL FROM THE AJB OF TH COURSE bA -BASE MUST BE COMPACTED ro A DENSITY Ni AT IPAST 9BX OF THE NAJOMUII PRICING/5�CRRERMIED Ef gSlq BEFORE PUCWD LONCRRE.'USE PRXM TO Dwg.ND: PAVEMENT RESTORATION DETLLTT TYPE 'DMA CURB �' TYPICAL CURB ENDING DMPENED sua AT TME HE THE CONCRETE ECUIREm APRCRIWE"sw°"E N.T.B. N.T.S. N.T.B. A MIN UM UMEROCI(FEARING MRO(IBM)OF AD. P G D-5 OF: i.-i^ mn n:nnl IR I m uII II I InII Mu I r113,4x353,. STRUCTURE TABLE 2" 8buclure Nm ImMElwFllen Fill,I STIM Fremaa mvEm ECEv-x w x.,E.v D Number U.MN. N I S I E W ERRIff. Type C"MTym R1 IW3.15 TRMC'-4T0 USF/15582ED Neo rene O.aket 3"x 3"Aluminum Spol-weld pn91a TH'4 d'OH'1� A2 3.50 - 025 A25 - 3.I5 T G'- ��//// /�(( P An91e t.battle prate pe 4T0 USF/7556208 CJ7110LLQtE1:JNC a 3.68 4.10 - AID - .110 Tpe'C.4B'0 USF 51088149 urvD SURY%YORS UpPl rEnd or 4I1/3" M me - 025 - -0.f0 4.75 Tpe'C'.42'0 11751068149 CFVFL eNBIN%%RS B.111. Ile wall.,1 52' L1ND PGNN%RS Dlpmeler boll II 5 1/4'x 33 1 95 TAD 4. -025 - •025 J]5 MN.W. uarm5 SSW OA/8T PI2 of2.I DUI_-�- 1-d5 1/4'x 43 1/1"-' R6 JAI 4z - - km d%5 To-"USF51p6E1d9 8810 CORPORATB IIAY R] mo - - -0M - "235 TR"Y:'.d2'P USF510681d9 Y)RANAR,%5 BROSS p.O"m.r.r use Rmes TOP VIEW RB 3A0 - -035 - 4A5 385 T G'-60'O IISF51066199 FAR g0S B6S-8884 Well.I B.cln SIN E-I.3o(N.A.v.D.INS) RB 140 - D35 435 Tpa G'-42'0 USF510B6149 fAlFO DRATE USF/6660 - - USF #4155 FRAME & GRATE R10 4.00 415 4. 4w 4.00 M..EFO IASF1315 REVISIONS IS #IT JSB I. - - 445 4]5 Toe G'.4T0 U951069149 212 168 - -0A5 4.05 - -2ffi TRMC'-/B'0 USF5106610 Open BDlmm 2.Ig• - - - i_Bn� L EIEv=Iso x.A.v.D. R13 330 415 415 4.75 Tpu C'-IT'0 U6F41556209 Aluminum An91e I. FRiRTMCON ti-ice/'_y� ---- R11 4A0 - 015 J)5 Tpa C'-43'0 USF/1556209 (Bee DMan) TgENCN CRTRRGRION 1 IxrEm ELLv- .61• "I J90 415015 .fAO 440 Toe G'.4B'0 USF51066f49 TOY ORIFI 34'MIN, 11. 350 - A25 - - -215 TRHG'.42'0 W51M149 -(- -L R17 350 - 425 - - 4,T5 Toe C'.4T0 USF41556209 FU UT ' 2,10'MIN. I ��-M-S S.D' 018 410 4Z -0M 42 - d.60 MH-MI'0 USF 1315 ICE etEdD Vles S"RE 2N .19 1. Jm - - - 410 Tpe'PBw W6615 POLLUTION RETARDANT NOTE:PoLLUTION RE ARRANT BAF E SXALL BE 6' 020 ISO 4A0 - 5.00 Tpe'E6w USF 66IS PWVIDEO AT ALL BTRUCUTUREB CONNECTED 4 Fl `LL 921 415 025 435 WII. 5 MN.60'0 U6F 1315 To/ pRY RETENTION AREAS ANC FRENCH DRAINS Im.El--2- IV 3. -0TS - 5 TpFG'-4T0 USF 5106-0149 PERIPDOT INDE%E41 PIt.AIIQAGE STRUCTURE :.-1p" fio^xsB• on 350 - 4.25 0 Tpa'C.4TO USF 510581/9 tl2/ I.50 -023 - 5 Tpe0.4T'0 USF 51086149 0. 12' #25 130 O Tpa'E'Bm USPRESS 0 MH-42'0 USF 1315 dram r.mapleUSF #420-C $IRE111 4S0 _ _ 0 M114T0 USF 1315 under P.x.menl the I2• flnlaM1 Crode .ED S...SO CELLS D[NORS BAFFLE Re UIRFDFOR FRFN<NDRAIxs PERFWTINOIXM3 I— b....rh me b... MANHOLE FRAME & LID TYPE "E" INLET R° ehpll b.et.btft d I.p Mi..LBR=40. When droln la l.eaed N.T.B. CONTROL STRUCTURE OFFSITIE ana.r I.nd.c.pinp area. PER F-DOT INDEX WEI No.BBB 1=_I nn Ip ImwM1.a 9rpa. STRUCTURES F THE w m.1......last mplerlel. I TOP OF TRENCH e'd STRUCTURE I125 wucmr. Rlm Inved DwWon Flppr btrumure FrameB O a'w Number EwRO.. N S E W 9we9on Type GreMTYPO Line Irenah wltM1 poly-propylene w Nll.r labde antl lop pl upper WI 2A8 431 431 - - 431 MM.42'0 UV1315 p00 ur(.c.min..1 24'. .4 IS•Nin.CNaronce 4-52" W2 291 42S - - - -R1B Toe V-42 USF41SMRS Z (MIRAFY,TYPAR) al NI trench with B 11-R- �- -) W3 21C - -1.Fi - - 4W Toe C-4TO USF41MV09 Ci i'015 �3/4"WASHED ROCK W4 2.50 475 4.15 = = 4Z Tpa C-42'0 USFd155-0209 h Filler 1.N. 405 240 -0HS -0.85 435 Toe C'.60'0 USF/1558109 ❑ -1.25'NI.V.O. I 0 tl06 210 -1.05 -f A5 - - 4. Tpe'C-42'0 USFd1554209 ❑ C BOTTOM OF TRENCH lam- Flllw Icbde - - 22 22 W1 m .1.05 .1.0 4M TMV-42V USF4155ffi09 Q y SII4 PROP 3/4' -BOLDED&OVNINEDCEOS DENOTES RAFFU REQUIREDFOR FRENCH DRAINS PERFWTINDERMI J O V WR num'x TYPE 'FE11 INLET GRATE R I/ D 1,x ,' �o FInI.M1 1,14 Orod. MIN.EIEVAnoN=3.40'N.A.v.p. NOTE:For add details see USF/6616 for x2 H-20 rDling and USF USF/6615 for non-fraflic rating xe t/Selepl FIN L A.N s0'(N. .D.) Z 3/d"WBHED gC L C PROP.TOP OF TRENCH Iy. USF # 5106-6149 - j I. o O �FlMer I �I 8 -� d FnoPo CW a 1ev . Ballwl RxkK F.bri. 1 FRAME & GRATE9 1 o a.Fft[lPae•) INV.=SEE PIAN P.eroMd x.o.P.E. T a 3'-No Ped.rotl.n / LLreW Im� 'I 6plleal Reek J O WASHED ROCK -3.00'(N.A.V.D.) ERANE d DMR PROP.BOTTOM OF TRENCH L11L. H I UYFR I a 4 x WI x W4 10 NFFT pn m m xx Ps TYPE FF GF4 INLET GRATE - A B.SEA 1.1. �.i iT6 a 0H 1�6 Dm lmROx me eP R D M:w Iw e XOiiERRiu N NOTE:F.,addifi-I detail.pee USF/6661 for 3' EXFH.TRATION TRENCH H-xo acing and USF/6660 for non-trarna axng SEE SCNEDU E 6 uewfxR Nen:e9[M 9elpl ".r Uf1019 N00N5(5) E L er tttt Y MIEi EME 2 Sohn C.TeBa.P.E. �� ML Vlpa Preddwl BEATER CRADIIN ELEV=3.60 F MIT, Mrx s4 TABLE OF DIMENSIONS 811ptl"""e A0 D C D E'C.C.E.W.1 F0 G0 H' 4 A.CT.E '-6' C- 8'W. 1 4'0 C ) /4AT2 S- M6^ R. -' 5 4 AT 6^ 4 A6"5" 8• ASR 1 1 1 5 )'-4 " d�:A 4MnWY W�kNSr�eJlePdA 211 B-1951 0"7 /4013'COfW .GRADE 40.OR FOR EQUMI-ENT STEEL DESIGNS. rue xs TYPE "E" DITCH BOTTOM INLET D vg. No: a1� TYPE "C" CATCH BASIN PGD-6 42"-120" ROUND STRUCTURE N.TJ3 OF: C-i M003xIil In I III Iml iiilil ll Il ld I I ��+/C�/2G/TEU)2CE / lNO.EBBW p.u r awaa�e01D w�RBAAep ��..L 41_ C� G�YLIS/2LYL U v ra �Keeawda urx)x an.�.n-re..w cro f® OTSSOCIQI'Eir JkC. at w IIONMu arpG I�'ro, LAND SURV8 S C]%L BNG]N88RS LWB PLWNER8F3 LBiBT G/BY aESCexm[Lvr�e. tef/um/Mr ] .t 0.e�/t':er M9.W 88a0 CBRPoRAYe 8AY rB5/Oar Y]RAa]AM.FL 83086 m,t yap wAeRyswp..�aB rAap.Y 2TL(906f 68-YBIB PIZ(806�6E-BBBa REVISIONS w t 2B 28 2] ' 28 26 a 33 2 22 21 20 ( 1B 18 1] 16 I 10 /3 12 11 ' 10 I B 8 ] I 6 6 3 3 1 I 1 1111 I! + III I .I 1 — — �� — — FIT s i.. — S.I a 1 Z C 1 EL 0-1 1 r } 1 1 J L L L �• `- 1 .._ = _ , 1 p it r r � rt a___ g __� -_ _ _____ i _ SW 32� d AV NEC — �T'�- —� - —� - -—- —-� _� — _— d-A —�- - � 32n VEl1N� r � "- i 4® N Ro4a 1 5-7951 Dwg. No: .... 54.E .... wg. WS-1 OF: C nBnxnlu la I m urn Illul I all UCIEWEU/2E LEGEND ----r— ------------------------------------------------------ — — ngo DEN O-ES PROPOSED FIRE HYDRANT ASS_HBLY !DFND-FS PROPOBFD SIAMFSF CONNFrVOH STANGFIPF / �'�\ Z w DEN-ES E%B71VC.YIAI=RMAIN / "� \ OT110C(QtE1�Jf1C. DENO O-ES FIRE HOSE STA11%MTH 2.5"PALVE AND FOG NOZZLE I`' / •, "� ,U= \ texD suRvemas unt axc�xaaRs OENO-ES WATER VA RE Q C7 uxn Ptwxaas I DENO-ES OOLBLE DETEC-CR CIFE:K VALVE ! �� 5-W tsis, rrdsr azND troRPorura asr DENO-ES WATER ki-TER j --- NrRFFUR.PL ssozs 2 rat.•fsoalesz-Toro ®0w0 Ls H_UACLU PkLSSJRL BADRhlO{{rkEVeN Ip+ 29 28 27 26 25 24 23 22 21 20 19 18 17 16 14 13 Psx Esoa)saa-sass F DENO LS WAILH MAIN IL_ REVISIONS Q DENOTS SANITARY S_YhR MANHOLE Q n, w MJe V DENO'ES SANITARY SEYIER CLEANUJi F I ri I I . I . i ! DfNOTS f%S11Vf,Ski TARY SfYTR MPNHO T DENOTS E%STIG FIRE HY)RANT a Mvnc N N Nmuw S DENO-ES WATER METER _ rTMJ �.e•rs sYw.ry eu4 p PaaP 2soRv au uvlNc I'. PROP a!snuua ' p NilAnTB Ns(N 1 SUNR9 1> �mpvoY c � Ync ever&Fj� �FFE•�Wn el 01�nMi/e: e'rM ggFywy FFE.,S.WINew� i FF�NMw ��xyx a CONFLICT NOTE TABLE COf•1FLIC7 NOTE TA&.E � N,au'�w a r Nav mPJ xvvxq fm'J N MI F mvxr lFmJ I OO . :.� pp OO :arP,.• O® '•', z� .} r" 'Ta !•;;�.z" •� •,z it •.,y>•;�:;' `.f::i(i:^ ' I'. z..Y, f ..., o >zb �e �. / z >t �� / :' I .r /�,, ;_i✓ ! ,i r^ r r z /`r r i•�, r �rf r / zz ,9, Z / •.;zzz 9_. -1 i •z ,g // rZ�y' lii' — f r? r r'•.. � (i/ i/ FYI ✓�.r ' y/' a �bm ��ow 1• ;,PROP C SDR-a CIGYF �✓ iA�1 N� TA� hI Sd Yl SLOPB�n. rpp.yP, � � ${L qD O re%4uNN a NMi•av RreJ '. IA^!yi�e�71NY1{j 1 O :w,u'Nw'ev Oas xv N'xxcs• ei dL —'� cl�Jr a PROP 7-7 �P•N.eP,. O® p �ommmev Od M - Y� .�+ f'�r.., />L I.,, r z.F .1.`,,?'/ ✓} / /,r z 'C`, I' g ✓�30w sop ✓r1 i I �wva gMrw_®ems ' .. Ze _ � /FAN . � aYa'vr��J �uMw /r muv N vmwrt � iW �F-• C O muro<ees ()® © xv vnrPmr ()® �YNNvmexa' t J v PRo a qiv au�aNn i 'iz n-Aaxro� tMJ mtx R.PJ W= y �. PROP 23f BUII.1)INO ®pj� w h� f,rs rmnmw 4°or� J mP") �✓ 4 " !!,e Rv. P BIOONe ! w Nxv rO ppNRyS e0•' (nQ o u/ INBF A•e' /� rl 4 III Y" FFiW AMwBBI ! M F3E n.9r♦leweJl ifmJ Z_] 114 xww� O A p wN•Ivrma CJoum/reJ wflePu''w �p m �e nP.2SfnRY nUM1gNO /./ .L�`J /1/ ' j �, °°�•`Q�19�! W � FFe.-rema+wmr r >;' - r:. • a .I i 1 • e "ry�l�l _PROP.3ST5 / .r :. ., OFFBRE CONFlJCT TABLE unuTr 'f" — — — r�..DP,.T•> �,a� �� ,�.� - �T==Z— —r--L -—T- —Z —fT— —Z a PROP. PROPumupr .2seoRv etpLgNo ll PROPOSE ruts fo.r mM4rrwwl ORYOETENIIONEA w�:nvu/u ® sO`"•"Ff� V e' _< "I '� a/r r-- SOT.ELEV.=7.W NAVD ser en a n:m/Yepe �e PROP. VIILITY � •+'✓ (aRl I —n.wmo rem a 2m 2rexJi2Y �L3 ' elelue9[RN 9iWGt l+(ffxrn¢J JL LemuDNYr xaNuwru scve:rao•b 1 r MvDF�e � ?F�-� - ssc.uN � sev I - .—hLT� IFF — SW 32nd_AVF�UNE - - I-: - -- --------- - -~_ ------ n ®nswua sws w noen.,un — � f aw Ae Notetl __— __ r..,,..m+.r,n.,m,,...e..m �✓ oes:>Nrs YNreN �� i Dear "m910:�:w rn �"", ea.x. D-1951 .,...,:nwa,...,m✓. .ws...o..o /''�` oN°u.`„°.eeeR sea ' � ' - / ryv.IYke'n. ' @N Lf WS-Z �..✓..mwun�w�n:e.e,. I I loon Nuu!r i ul uni !unu mi ---------- ---------------------------------------------------------- LU LU \ �/ _ ND PLANNERS W LB8B7 CIBBr cn ub CORPORArB aAY 17 I 16 '� 14 13 12 1 10 9 8 7 jfllj6 5 I 4 3 2 1 _� I- ..� _ L..I .1 i..I. __�_.I_. _ _. ' 1 :f1 .Ill r_ .___ _.�._ 1 T / wAq.)..B res( ..... jjj TITI III res.( Bsar TT rrrrrl -- T - / amwcngv ar w.rFP.aExs.B Bgn REVISIONS —� I — -- -- i''- _—'I � I: I —svaG�Jm�J r BDYYY,.��,�r x�cnvuF...a• em n P �rBn Aww r @d�xmi SUN h �ursnw,.mr TW aM Ra.AA' m�xu®r�i G�� q• n•rnB.B{q - rFR�Fnw &�,�, ' .FBcpp rRY ABY>a AA"'wr AOw a� 3•Y' �(uvrc�lxo aB+N Aya BIPJ �mPJ,RAmYFI r>r�oYnBB � MJ ty / R.anpr/' COf�L10T NOTE TABLE CONFLICT NOTE TABLE /; � � �l ._ ; r 1 ( �'✓ � �. { err / r �: r ' i / y MBnr S ,� t g �� mil PAN.B'SnA-!B rsrzY+ro � w :. a� 0.::: v ,Ry PR➢P.B OLP Ball. ��BIP O 'gypsu�nZa v� V1 y I y. 'I /�. / -. ,r f 1 � y � .. .� Y R I ', �• 'mR — � q .�+' C r E .-:.w w 'a�as` ai4 t'A :, aa'"`aBw`®rROY'"aIPeB rRvaneB : .oaaawm, ..>.wP.. :�e; �y ,.�.•.Ye.... Oo� auk C:; W J V e�LiAAW Pp - AAw _ PROP.��BBIBLgNo M $ ,,xwmb N+n Aaml[ i FFE.�BIBAVO9B FFE•.BgpMvpY) Nrm�Rr �' �mem �O B4 co .At fl ZB _ wo v ,a ® w Ba o o: a g m '' PROP.1�BAIRgNO F'�f't:'8�:,tBA'1$Y d2AP4fi0.3S F is _ I: s B g .ay.Fn.. OS ® 1et Oe Q tf FfE. Ba�M Z. tr G - --=Z- -r =L -7--L _J=i I urD.,rm. m --1 `W`r"•� r. EA6EF8ENT PROPOSE ORYDETENTIONREA _ SOT.ELEV.=7. NA VD BY B•rp Brio f<'.i, Uly 7, 7J a..w w�Sa nN BrRY PROP.15.8' E s Nf Sohn C.TWa.P.a ----—____�_—__—____-_�--_____ —______ ypBe.A ..71587 =1� ,mFJ"`- i^`� --- -- - --- --� �Y I --- __ -! BBJ seR ---_--------------SW32ndA\LE-Ua€ --------_------ -r---- - ----- � � �—_ �Po ————�—--— —— ——————— w r &1951 I DwY'Cl S - {: y � r•t era. I ±� qwB�w OF: Illnnnuu�.I nl ulu llllnlell WATRR & SEWER NOTES: ! eSa�zwP.�iKe ,.l�.s iE.1 muu onu">'.,.ss wl.�iw M w snBw..NBw�w vm,lw waN � _j' � eSYeCs/21n v GND SURVBYDRS ®�` M oOExfgs CJYJL BNSJNHBRS LEND PLANNHRS ,x µsRs rm we µB w M[M¢ion pn. LHlBY Nos,8240 CORPBRATB NAY L.•(908)BeP eYe4 uO Wl[e m alo eBµN0. e.nt xnq um4 rmmmF/MW/ME.N1B EEExBEE uma s1WL eE aueammlEo M Te x TMwm/ o- vvmaN:luwBoe`Hmsxula a ai,Nim - FA2:(80H)B Nm1 dNl¢es,m rAxewp BB MFxanan, —___— ____—__ ____—_— e wEmw BmnxcB eemmi sNmmo r,xm Exxa x es rakes a,a omlurzo I ._ �__—_—_ _ � REVISIONS n M wanBB caxR xwax aPunuwr: I �� - IL —._01 swr.mm xrBONN'1p0°.�=,swnP.eons vRrm exo aEmm rDOB6 NNr6 m",Y.fMxux.YEVwY:aib x mPSl µEapp/nNmIHwM,o-YI ma o-Haams ss,wµuBµ o dtBinln,.a si�,m MewA: 29 2B 31 6 e 3j j 3 12 11NMuu 2 1 B 1 - - a�m 0 emwEumrx sµrlrs I . a,�:-a e-,�8,k.E"N"w`EwN.uE,.°";�rm BB,ENe.,Eo.w N.,.,Ys a �£.�� s�� I rWxl �F I � � �; �' .� i � ; �� ✓ {� {<•,. m M evun mrsunu,a w,EBx�m o Eer Mowama �maram \IVI xema uo sE°x"mxx o''O1""NEcmri"`Emmca�nas sxu. P#3 N ,,.NL x mas ec BBxB m.saE nvxNB,ertcrx••.ur M BmP,>NN �� wuµ Rxaxmwax(aBW rxE Y SP#2 I BExw wnn u umu,w>no �uB,a�s Imm,R µo asww w-es(a/B, __T I o ,:iuiu um`xE: e,mmclrcro"ou��uu 1"°aun` —— :. �.r'� F� ..3-r 7-�T i ��r-�rf- ,�-�i- •*-ir-� —__—J � � q S J M N nNn.sanNs rwc wso I :'[ ,.axnoP s T n awe;=I m exv�iuwu ,"I,is,� m.m B a s_aK cmB" Mme,,�u W q .x,a.wrox.Peux McEa(m�xB N�xm,anweB sPxx m`ixmm`roF.qeE nm P NE ax,,Ns"Imm.Rnam"IeEsD E N NxPax N.6"aAeE r„s mm a`a�s-0°o x,N,mE,Exxx N a«x Nmx,xE mn x,xaaa,REN mrtmx eeumx a.mranN r D�„�,x<�mx.,e..«N m�mN a x .^.°,_°,,,,�,-� F._sL.�.. .0 L rt Z3 wm Q° Cow n-m.'Won ' I Lu r'®�m v.%IwiOPLao`a o�)fro a��.�calxccr�a ,.�`�'31 I 1•-- Bor. „+.,+�mravD � � l C � w Nlanr oros�o aE.x ae 1I `�:�4 Y` o L4 exEm l' - r a ai..rt reN rexm sENu Nw,mr w0sna wn—MM. WATER & SEWER �'PeLReTION NOTES• _— ',.�� f z. _ _-- ___ __ __ _ _ — _____ _ _ _ _ YxEes Aw rPacP R.xa mDNSD a,ss ao1x wrzR wws -_ _ __ __ _ _ __ _ _ T�-___ ______ __ SW 32nd AvPUWE --- r ` — �ame a a .S EWS .F..S W32, nd-AV ENE- U — I- M) y_ SP#6 SP#7 eMBesexiE Y FOaP6 M a M Jaen C.Tello.P.6. SAMPLE POINT LAYOUT DIAGRAM xMs a mnF CMNMrs mµ µ s8rsmc WH InB,lm'Duv to M�EE ,exmaY eymm x„YlfiBY .HPmff WDSAWlE1HF HflY pY Slwt&'eYµMYO iB MFb D¢aRsmtl SEMR�A4p�µ,i ,�iays MrteKe Ew �.Mm2 Ri•M Bd tl®g tl W srPea��MrM'Y1IX M�Lw mA,AYP.10W�r>E m9DY M1nM�,�:�. �M��.�oFM µmf NVl e:A)(Eafr le Y No4tl �e�mY rEwmer A wexac moo)raYE�w 8-1951 '�'""'.1eo.raExER '"ne�°a`�rrE_arw' N rs �w'E.wr.Ns roMszac RmN,ro...Y°Vs w> RY:R.rmA rrBrr s Dw No:wa se°iYgN wexe smwowx�N9Pr,xmi a wRR sew r. 8� DS1� „xB WS-4 OF: C-_- I000mnl to wuln u„I..mi �021111111 11121111 1111 111111°. G,Ll2WPJTI2E .,...., _ — STANDARD DETAIL ..o — STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL .—. _ — STANDARD DETAIL cS�islein I OnNI•A• O �m.ew ClVlL BNfN,88 RS V 4 LAND P RS LB/BY CA/BY—yI .,..,. ON !}FIGuUuR E 8PT8BA0LR:((JJROO6S ))M8B6628--eVE0 B101V NY ,RL 99 REVISIONS NGANDFUSHING FGURE GURE ATER ��RE D.U.L. ONNECNON SAMM205 206 6 227w.w.- NDARD DETAIL STANDARD DETAIL „—,,. STANDARD DETAIL en 9 i L o Zo w I FlRE HYOMNT— "FIGUREl {� FIGUREFIGURE INSTALLATION '1J'Ji S MPINAL9lOWOFF 252 CgNNONfLUSHING G 255 ' a .eiw�:N.T oe�:w/Mne Mein u n.,AeL w�—�RM Renvi aP 1u"C.T.U.,P.E. Aut Vlae ft..e¢L BWNrM gyyr„e..TIBBT M�D:yMu1k oYa 44 mleYq AM®u'figtr (.tl Lqv. e. 4 Noled A> &1951 Dwg. No: WS-6 OF: C—;' _ G�C/].WEUI2E .......:, _= STANDARD DETAIL ..m _—= STANDARD DETAIL ,,,., = STANDARD DETAIL ,,,,,e __ STANDARD DETAIL ,,,e,,,,,,,, STANDARD DETAIL r �� E I LdND PLWNBRB mLTB YAY errew '^— YlR11f".M.F 83DY6 REVISIONS MiE �.,..... orq n.,Io, Arw�wSHN.LOW>.....®�•FIGURE PRECAS] $ory rw.,sv GMVIIY SEWER FIGURE I Pwsiw.,aa INVERT CHdNNEL FIGURE f owO xD.au MAIMENPNCE ACCESS ST0.UCNRE FIGURE ( w� MMME—a ACCESS STRUCTURE 311 y MMMENANCEACCBS$STIIIICIUIIE 312 { .x® � � _ER STRU_RE 315 I MAW DIRECTIONS 318 CONNECTIONDEFWL 322 ........� — STANDARD DETAIL .._ — = STANDARD DETAIL ,ao _ STANDARD DETAIL IT b co WYE SEWER FIGURE SEWER SERVICE SEWER SERVICE FIGURE ��Iv� SERVICE CONxECrtON (O1N°XOA� CONNECTION AT PR u E FIGURE _ CONNECTION AT MlOPE0.tt 331 •n UHE O0. FRE4NE 341 u�vw UNE O0.EASEMENt UNE 342 ®g v r o STANDARD DETAIL�� awoM — �VI am.b0cr wmoyuM I R+R a.b:p/Ie/Is w :_ww -�w— em,Mats9R m.JYmL a iom C.sauo.PJS. Aaet noa PratldmL wr.w ®n,na: Ydwna Eybv Js]368 I 1 B1�A1.lenik�.Mea _ dvW axr Y Noted B-1951 t SERVICE CONNECTION ON FIGURE Dwg. No: UNEO GRAVftt SEWER 353 1 WS-7 OF: .woo xnni is i ui uni ii�niiiinan a.R�DP ,I A•��K D.PD�„r mA�1P �GENERAL NOTE& ____ PRoros ne.., s•RARars —�sf�t WiEnG�UCC� _ L i.ALL SIGNS SHALL BE HIGH INTENSITY&REFLECTIVE rrN mr PARKING RY 2 OBARIED .STOP BAR&6"D.B.L.SOLID YELLOW LINES SHALL H BE THERMOPLASTIC. a.rN.w.,s Y I•."a:"snw.,,<va., roan �� ONLY - ¢ /( �/ C \ \ 0�310Ct[IiES,JItC. 3.SINCE OBSERVATIONS ARE MADE IN BOTH DIRECTIONS .,.Ro.� r..rrc wn srr«weo� Is A CND SUFV6YGRS P®' ALONG THE LINE OF SIGHT,THE REFERENCED DATUM s` nc s'" snlaos,ar Fry-2R tl N NaRGaenA<xAlc 1•-xx-rc BETWEEN ftOADWAYSiS 3'-6"ABOVE RESPECTIVE r-R sAs«aR a•� 8 x�rz,wDR f nGBs TMD s�wTxsRs PAVEMENTS. \ /f�1 0 iI 3: PA cwp�rt'Ffr:=1`is° _ *,I• •e m LeIST u/Sn 4.POSTED SPEED LIMIT FOR SW 32nd AVENUE IS 30 MPH 1IlI\\.- O 3 `e ��' 4 s ^"'s°P"W"°�°"'^ V r auanru T—Z"' =r. mwsn;s nls.hos)eas-ezei D •" V.GF PARKING SPACE SO., Iz• ' s s.GG• P R5i. REVISIONS ACCESSIBLE ISYMBOL &SPARIUN N 510N DES HANDICAPPED SIGN O.O.T.INDEX NO.N0.I7555 SHEET 2 (N.T.S.) INSTALL SIGN IN IN FRONT Of NANOICAP SPACE —-—-—-—-— �— ----------------------_ ---------------------- �— — —— EXISTING , � � PROPERTY EXISTING � 1 1 - — — CANAL -- uN6 CANAL 1 2G TB TT 26 25 24 23 22 21 20 18 19 IT 1a 15 14 10 12 10 G I 8 1 1 I 4 Ico j 1 g y 1Q. I: n� o Lul IV LU a . r �!II I 117 -----------_� —�serRacK-----1—„ I — — — --- ---- ---- —--- — - r - > . ---- -- �r0oh¢C.RP, P.B. uET _ NJ -T A..t TM1ce PTealtlenl all Iv" --- ----�— -- — — QNE --- -- ----- SW 32ndAV�UNE —-—-—- I Fm /I• L I A.Notsd L I I -1r� Dwg. No: r 7 7 =7 M r PM' OF: i,-i^ N© 2WE/T/2E PARKING NOES: -------� - ----------- -------------------------------------------- ��IIns 1. NO PARKING FIRE LANE BY ORDER OF FlRE/PONCE -- ------ FIRE LANE DEPARTMENT•SIGN AT MAX - D'ORCER OT OF 60'O.C.SIGN TO BE Fl RFj PGI N:F 12•x1B'W/RED LERERS ON _ 111 DEPT. SIHITE GNS SL GHTROULY ANG ANGLED TO '.,\—/ �_-..-\ / .-_\. 1 POST ROADWAY ALL IN ////�\� \\ EXISTING W C FLORIDA BUILDING CODE. ACCORDANCE W/SECTION 1 / �,/ �. / W MIN,;D PGNRE��ar Q 52-22.2 OF THE SOUTH I CANAL MIRAMAR.PA—S IEJ 8t10 CeRPORATB•AY 2. SIGN TO BE POSTED 7'MAX. 1 29 28 27 26 25 24 23 22 21 20 19 18 17 16 14 PAz lses/55t re15 ABOVE ROADWAY GRADE.ON...E.D.STANDARD POST _. -(- -__ (a5a)Bbt-6EBN ROADWAY .I..-- - ... _ �..II 1 ._ --7 ( -1' I REVISIONS -I r r — o- — — ANCHOR SIGN POST CONCRETE 1 " AA \_� .arar,�ueaw _ FRgP.asroRY euojR.o aROP. olNe SICN DETAIL 7, 7 4. BUILDING M-NO PARKNG FIRE LANE ~—SIDEWALKS 18•x0a•SIGN CURB TO PaxtED I 2 9' ) 2 2 S.F.B.C.5211.2(R)(2)(11) YELLOW I, OYPJ EDGE OF PAVEMENT FI E LANE FIRE N 3' I ".:no p..Fm. .�� ._ NN.FRPro zn.J Newwu w¢�Ji z o � �^�'' CL so•nP. g 4'YELLOW UNE 0 @ 45-5 O.C.OYP.) z '11 W q ICI STR/PINC DETAIL I 2 2 2 Eq ZQ h FIRE LANE SIGNAGE AND MARKING DETAIL 2 I 0 ALL PAVEMENT Al4RK01G SNALI.BE OF THERMOPLASTIC PANT --- ------ R STOP Z�j= VW PROP.a9�Tpqpry�aEnNB PRW. 01AEOP1p `AO q tARKING ' ' ' ' A> PPJ 2 ' ' buMTs (D�- D» i •m• I FPE••iW SEYeMI FfA.. Zg RI . --- till0. 1 —2--- THE RmR1xr - 2 per, .aim we+weel wm BLL71 z _ w (E,2 -Tz r- a2 B T. P1ROPO- BOT.E%=1. NAVOIT - 2 nRaee EF ur. WIN SACK IEMRS — -- — L------------------------ ,-� pAGE&MERN , �. does — �t erJ11-C.TaLLo.P.E. TYPICAL CURB}{A-UNGSLU ®;C� / ao•aNr F.TSB AT NYD dNT .O-d TLON =iW-I__+1�- /FIRE DEPT CONNECTION LOCATIONS f w N.T.S. i �-«7 \ JU) ---------- _—r - eSW32nc�AV�J�I�(E -- -—-—-—- ----- F-J\ c_:; 2 PM-2 OF: i.- non xnlu l°I ILA 1m1Mu 1lm ell ------- ----------------------- -------------------- 0��s� -. Z d. �— \ _. �- \ i r110ClREES J1AC \ I W U W � PROPERTY EXISTING I c iieHciNe"� H r �. / `,�' LAND PLANNERS W LINE CANAL ' "'P" V m AP .4 CDRPDRATB.1 � NfRANAA,£L PP0P6 ! I S8G(P05)66E-Y0I0 16 ! 14 13 12 ! 1 10 firliI 9 8 7 I 6 5 4 3 2 1 I FAA(8P8)B6E-B881 I II �- __ I ... i(. _411 I[. __ 1____ _. - - 1T- _ ,..L.. �_ .. .. _r. r_ r__ T-. REVISIONS . . . .. . . Q w. mAArAzq I � J RWP.Ea .EB BIPIDIMi roRYWNDpO PgOP.2��aSFN.AIgNG I -- FFE �WwEAI F�F.E•�aplAw Efl F.FE•H9l pA+w I I I o I- 2 2 2 2 2 2/ 2 2 2 2/ 2 2 2/, 2 2 L" Yam.au eva J �w y V Z c z z z z an. . : z L P Z„M 2 2 z � � y o��eP� .I alAso' � i w in. W Ls cD z y = Et z o vaaP.zsry u3rM. PgOP.2bTO YPEBIpIaMu NO <U FF.E.•K�lwml FSE..s°msuwgl 1„6 ARRING +Zp • vear S oP xs*om'1&mq S' •. 2 M.swm LLJ z wo - - L _ T�-Z-S;-L-- ---L--T-i . � I. a RO PPoSE� I - DRYDE(ENilO EA BOT.ELEV.='151NAVD �� • - eerx+menpnene J men En.-Remoo ryp ———S _______,_ ETBACK I . p — — 7 -1 — LINE - - — ;- - iJ does " eY lohv C.Tellc.PS. ------------ Eea+e�.e ppi.. T160T - Yv.' .. '�I amWA1R SW 3231IlA'$'Ei4kN�iEU Uw I Dwg. No: PM-3 OF: Cl_.' iee 02uiii�p i iii i2i�Mii i iMdl FLEXSTORM OPERATION$ __\ i_--.- - _--_--___—__/_—___— eL>lf21e �\- — _ __— — �— T___—_—_____—___ MAINTENANCE PLAN FL ----------- --- EXISTING , ""° matt\- /-ProP6R EXISTING CANAL � ❑NE CANAL . i /// AA OTSSOCIQhi,JRC 1 2B 28 27 M av 25 24 23 22 21 20 19 18 17 18 16 I 14 12 10 B 8 2 6 5 4 3 1 1 LAND Mr.— r rn - ,-� I CJYJL HNGIN88RS a.w—. ..�n LPND PL4VN8RS 8EJ0 CORPORd1.NAY wy AURAMAA FL 830E6 � t8L(dOb)861—Y050 paxuiw asJ- ... REVISIONS r....x....� ••, nE •w _ w �. p nnR 1 •••• - oaniiw�llmn raAPrlRn® m�re%wx`m. _ n. ... �sa.n,... La�� °aa x'°tO0w,aF'�iwuw.nsa onDRPRnox _ - -c-r rs-z 1��Oi nw..n. A . q � `rxx° D . mwsl .iwr ,emeJa . _ 1- 1 Ij ,Bei, —�'-1 --- ——------— ——eEreAak--———, — -r --r' ---� W jai RMr U s ~ - — _ of w W{I-- — --- ---` -- r ---— -- - ----_---- -- ----- — — — IlJ d 1 W j COl \---� SW32ndAVHUf�IE �I'---.�--------�-- r---- -—- I --- BMP ¢ w �—- �- � -qIY l =3DV� AVE -�- -�=- _ - SW 32r81/AgFi1NJ[V UNE�!_ p C_ W o NOTES: 1. All the sediments which are collected during construction at the truck wash spillway will be treated as W�Ita' waste and disposed appropriately per the soil management pion. GIIC 2. All exposed soils created by the excavated process shall be dampened periodically to minimized dust created by ��11I1 the excavation process.Contractor shall provide a water truck onsite at all times during the excavation process. a,a aPaRr wI.mARAR J. All inlets will be protected utilizing FlexStorm Inlet Filler or approved equal. .Ixof nnfv roLx xaMf smc suf,Axo wwrzxu RP>R Pam:M/mne AYLE fRAMFSMFAPro513 irwne P/H: Smel Rand mlaPele Dm g5R0 LSLLECfIDURNLJER RArrPARTNUMBa1 m MtlRwiN 2aT-3pPtlla ma A mJ5•aM B is gAAO g PnW tb]'-32PMe msP n0 6NR0 f>S 12Sdepthl IrTtleDNI der Wnlx now MnA.a.S, tru:xR ealoe Ss flN�IIR xLPountl 321'Ma-BPtlla m3TMa • SR1B PM SbRN P/N Nb GI se Nen small Red bxP B a1P a wBP a qss F%:SUMaN Wore B iX MS ]OD q C� Aka Rett/ m Ea'B vN' xtln wR' nUR� gADp i%n:Vbaenw eM i%P f%Ps M0 p � s R LL m35'B a]4' o M w)M rbnen f%a:Nbvenw all Bnem F%65 Jobx C.TeLLo P8. %Lr Rea B ub nan t 1 maP z36' PC Pmt CPnsuwnon vG pas 1.a eo Anal.Vlw MNdavt small qea/s a Inf Rea NNn aM sl wlm B tlaWrbq gscs Ptn:PC / Uk P - ]3P ly Y166'r �� MdRed of Reddd aM dMM kdrb fla grdR LL axarww leN LL LL-5 H D6 trwt.N w— '_ $z Red Reaxun eh dMm NtleNkfl qL0 %l Red s em nl Reaaa sx tlMN etl[alhFl qxl® l0 �� ]2•Mmeter strhtleusUelinml rbNvtl gs2NY ww L5'ManeterN to aumWn sUNYxasUNfmMn gyyN �'p'a"'•h-s- � U. p 1.3 ewp„a pa.N� $ td•Mnm y a IadaaN S��NeaweelfnM WMwtl g5llr T '^ra�M FL iY tllw:xterN b x[msnn Sm NeuSMlinml nmdartl gNNY �� i - �- __-.!;., ys 3P tllmasarM la admbn a sMnlen SUN FnM dantlaN gsBNl' 'P — " P— —ER u 4 Nolad sumru Nlm..m M,mtl wma.,n gwru 3.CREATE YOUR FLEXSTORM INLET FILTER PART NUMBER B-1951 y �kwen' 2FlkenaMAbuntl xwwx. qW%a cg ro.xa 3 treae•ana sr JFlsew.na Mwuntln ,awxe gwrA1 t'I�II Dw No:an Sand sb eFllUwand MwM Nagwxe Rd'%fa �i 9— RP, aV g UPaaDfBFRAMnc NAJrpmoPrroM lsrpnw.Rolsnxcimrfoi sums% Frame P/N from IFllter Bag P/N Framing ' ® ESC-1 aWOMEPU.TFafRAMNGFORINOINITfNPoSLPF .alp .. I xWerga4 SGtc.t N0 sTAlxLassnELfMMxGfoRlRfNmLTANo RUIGMGLFMPosIRN -R Step ',from Step 2. Material OF: nio 03m 11 in I Ill Nil II I lu lull e�s++pe w//�+r�i�[e• m WWIIUen sD.dNovliene GJ/2LS/2Lh.GT al,lal. rrws 1.Bwbre Nroub be a bl bt rob'(ydbw or".I_bowl'or an ° neommeMed)Mat wIP aGro<t the albnibn of,byy.oaten.ange ••••^ _ corrofr«uen soedlN.lrone �.ewr 2.Tro curtan fabM muM meet Me minimum mluir tS noted in Table N•N•we a we¢awAoe mcewea J.2>-A n n.m .' a\•anrar mt //// (/^/I 5b ueilc° «e wow a N agNre,q.n yesf,°. /- aoae °R°M1 Or110CLOfE1�JnC. 3 5eama In the ISbM ehdl be enter wicanI.d webbed er sewn,ant eb011 (� pdyitx as ey.gamg yn I ter eM Iw Nlrwblel rq FM1 bNwa wtl vbbMxn �' _ j d«slop W lull aGan9IM1 of the rabAc. \ p 4d 6 m ma uwbb wnaVuctbn Nle al.feniwreWe ' / C1NIL eNRP8Y 4. I , '°^7++�•?kidpb t Burl°p N°F be 10 ounces Ipe top 1E) I rota(J10 q/mq)r°brM �/ N88RS IOGwI a.or e e...r I SlbaM1ed I iM1eI, cuMinl BuoyWnry proddes°byy the �_� J.Pmb ter nil Imes eh.11 be NIM1a a Inch(tO an)dbmeW weed,w ty pw.ntl.pm Fnm'Acme ��>D PIANN CIRSY it«bll«uMle eb.1 be eul0dwl b su«0A the weight Of the cuAd,wd Ilw In1(2 kg/m)v1eN with°minimum 1e Eib v1 5 1.1(ISm).S 1 w.b.xM xwe - . i�RE y,d.Ay e.w.w a•uae 9P00-SoEAY i.d.o Ineb«rd Of of bast 3 1—(5 cm)Shaw the water Wff...Ierel. ""`"^""'s"^ �'"'"`"4ni° Drojecbl Iw r°Neninq nit le them. Oita MIRAYAR PL s90Pa (See Pb16 4.45.) R'(2.s v 5 an)weetl(pM.rrea).0r e.ub.mnf ru.a.rrm - r eve msHavY\ m WrOa'�wro ww Set:(9°EJ66E->01° 5.laWd Iln.e wl be bbM.Wd Into the bottom of aR fl0elin9 Wrbldlly r.u..a e+....�. metal wiN°mWmui.r rNngixor]leW(w em). „,C'T/Y I O PAR.(9°e)BeP-9884 uMim.T e Y ant Typ.III must hove I«a IWa.1.0 IObacasd.lo kite my s w:e I. I• 1 y REVISIONS `a Me rabr'✓ev m.bpwbvd nit..gal..«Rt yr w albrM.(90f Ise .roe.um WO,I M.Md seal bI..M e R hwe a hre.k etrengMnS nr�eveefv°t 10,000 mi.- ).,.of°minimums of if p°rr9vupe and sawing d 6 M«v(15 cm). Bmmb nsa 4.51.The vu I -Ins SI •i ,.e.re..w - •mmm m.Rimum me - P ( ) PP emenW(bottom)« d I eh ePl 1 ehSln w. Sxeel N I OOR.RSb, inb the bottom hem f the rtdn of suli,Ri wai9bl I.serve ae c.\`r�.. n w � row Apdic°Ibn: p,• eT�4 _/� ��- balloa[to boltl Me c b In vaAlcol poelUon./dalUorM andwrage M1ON M eroviavd a n «dry.Thv bad lines hall hav0 suitable itNg a.Nua a ndwFipned m.Nlwuaw m wxbn«b-.1 a.wn.ne .are ew•el«.(see h id develop the I 1%o OO strength for c.nne0ng b hod 4r«In odj.ewl brlee III banter uen Nand. Ix vynMelk/NI «eGona(See Plolva 4.48a and 4.45b wM1NM1 portray$la OAwtalion). Pleb 4.OEe) eNN w E.Fsbmvl S«hwe mq:-W eF 2.4 I«h(5 N 10 em)or 2-i/2 incn(E 1.Th.gdN*or a N�renve tlll lMe«caws lgWr°ad'.f V(Wgclnmw),gxigM1,enem mey I e°•.•Nw •1 c I y em)mint u d. ebr wood slaw. I'm w iwa/nne root 2 =V 1e°° r•F e' :1e p is mneR%I.abibuen a«a; hen iyw N e.°iyve Ili In.aneZpn \ a mar f«eh°m ie.e' ux b°° A awe h aro uedd,bolbm hob should by used. • ""'."'."'°•rm % "°'"°"• °hi.wart j.mi.live nwaavory.niter cietn a«ii dine w e.cr in em T.eou.m g«hore n»nt b..andwl b n.bb M.wrtan.the bc° I�nlewix mt(J n)Open°d)th.by w,�dnntl° Motive to W bolbm a the wabrc0une Ith0u1 InbdenRg with Me v Uw of _ �..�- the curtain.Tie...h.,mq SIR I—Me hobo.(9 IPSng b«k,plow or mhrk iv NM.pI tits w'irc b-A. al m 1 h.N nl mcwtl a rw1(.E m). Iluke-lypdgg) r may ba walgMed(mushroom type)and ahOuW ba SUaGlea I.° N«tln9 h.r boy an tar Site.The hw MR w W th.run From "' O"'^ NW be vc molaryg»gl InU .(lo cm)wtl°wtl 4 iron.(10 cm) euwmrp Ne b to the t«m.tl SO.of the CuMIn.VMee wed wiUl Type pl deep dap.v IFS al w I and upabw 1 Ferrier. PLAN uuaayy °F epprov imtallatlan.Was nee must<wtaN a«ugh slat t.allow Me busy and 11e'r cartsR,I.ila.Inely with 11d.1 cban9.wahoul puilln9 the buoy or ouMin -- -'-'-'-- -- --- ---- - -- - Wnw alwtl.n Wn ire mm down M u 1 be chwkatl gubAy IE eke n they do 0l bwame Y°1M u wq M1e aubxw M1(Ps - enbngles with sebns.N".NouNy n.l.a. -I.«clog will wry wM eument g8ob gnm o_. nesen lentl Mo a FerrcM1 a Mdmu.n or]Fnchev(5 vet Ib nd 0.p«bd w.d°a wav actbn;manubclurere r« mmaauona - (gv1ne°tlorgi«i yM1 - Axr eeaomn ahoultl be lalbwetl,see.Hl.t tI.O of IK�,rwl onehon antl On hO,buoys I., .n..�u...rmm..e.nnx..tN aun.ee. u mail.rMOiwxn.em8� �� nmTeRai.rrPiaonNv Pad R....l O.PWb 4.45b. nm re 'mar N cnA n Inalagou9n nw\L» (Bnflewm)ma.the .0.... .h.0.of.Werra m.n N.n ss'i,�I°.:m) -$i2o,' ndi4�" M9°<;ft h,°m^D, 7 hnl„�°N Of IM1abb mud N ml r�m.a, �E(� 1.In l -1. W or bkee or POMe(Ty"I in 11.11on)N Is .wib _ am m,leugs chmerhp.f .clog ae maMgeuPPUrt puce nlipnq.r«b re 11 -.1 l(eeeeip ]b w�l'the �) N sat N.to merely eel I.c A.iR end aW-er°«Mr OW.(uelnq.«nor y. °ISO x-q n8er 1°brk li eMged or Mntl dlnclly 1° pcv lx er Erodon.M Vet qua �i,tN a buoys if bottom anchors pbyeata Nw bx the cuMln In the(uAetl m rw(n»nRr a er proN.knvnd°Ran N.. eoppyep. R ueetl coMlUon out a tl attach k b Wea !kea n hor oinis.Following thN. r .rrg. wwO°a�g.ke .Im Ne pkrim Sm airy 0a ItIw I.ISkw or bu W SO—n.uind to m OWR the aeaired V°rm°f -- fuhl`p Iro ne 1°wtlw p`I v11eh°deg eeev°on.e clxMiva e� a Me en rg� nwml rbMwuol) nmx.ler E.vi.n aN Soal,nwt.Upn C.nlml y lawtbn f Ne curtain q be del S tl these hw«in4 m de ISN b the bW�m' ° dA p bdM1 N , F YiW" ':� „m O O curb..CMy Men,the furring II_alauid be aW I.let the. .I.akiA drop. amw.e 0�)aw wiM the Niter r e. we Inb Ue prowtlles bury the rine°pug(sm bfe r� g�gg n Lgygpp 2.In riven w in Siher madn9 water(type P and Typ root irebllSEane)it Ie II g Tw 1n h e F F. 11. a eonv c pit wnitlm. locales b provide Iw mmknum ulnlb by.II F bJ Important b eel 11 Ma uMIR an hw pd.a.Can 1 De l0kw to ^ r is n•wrnm.er ne ant . .n a ao9 eampw.lM wr the'War Intl«Gnat POInb a e Of wfIJORRA balding Paw,lO nI01n the euMin°IxMel 10.The mat WlecOn.poingen c.nNSN wl 0 d ern.I awed.minkn'ms of Ue lea nlr tl0iwa.b.IOn QIGna Ne laded urldn Fb the t awn,tti three met asps'. ti�(NY» ATiyAIPIG lb SLT iRere. rn�c1nWrrc ee.•ilea a Id De kTM down a°ebbWlY U y rat,:..her Euefeg.heuoa .empleyetl II.ndwn b 1 thew nt rN•o•,••"a=• , e..nn..,em. a rw wit elw mnh ie m be peed m remleree the IiM ro -- pggvgg gy gr it Ne nret lmx wilwme w.v(6«lPl.1e m Tr "r eM ee-bb m weA pMepwr grweixN�eea. axopll Inn Fe from morality h bl U.n t the chw iota.11 Me oWrp ter Into 4Aec)°p pwa 1 w ek° p .adore. H which the c Mtn iv heing InNolled ie°tidal end ill aubj«t Me Min W 95YpWS a gmrN Z Q current.in bent din.ione We Ne Nde changes,iI 1.Im«rtwl to preNde ®S w.Rae.dl leroea elwuR be Pl.nd awq lam -��.�De•IY93' M1e mn�f»N W(n a a«hob 0n both ebb0v of Me cuMin rot two ry a)arts.mwamant wIN the bye W°IM1e.i.pne°rw mere.Nbxol mq sapoab.(s..Pl.l.4.oE0 _ :wtl ;b °.c.way� r �J o be d durirregUd51 cu nt nvenda.b)Tiie°ourtaln wm«t owmm ue "S tort.M1ah.�be tl .erved MNr uaerul pure .1«I bel.re fM - -/-r.� 1.' eoMlu°wu E.m.nd�en °n%.r V nch0re pull Lib l whw Ilia tbbe r er«.R.en the S Chon nRWre p rbak m we a 1 yy lYl^ Ue I— tdn .uld be cove d lovthe uP.-R,01hor point ana Uw ;1/ rw re en pew.renuyM1 ebbl4etl •pp t pm°p«edamnw.eednta bucked asAt gt °oFnegb,i IOU k' curuenWltr.N.ched 1.wch nevi demob«m a«Mr Point until I...Lro �'•"'� aroire b r 1 tain b In«eiu0n.Al Nis Oint,ant.chit u lurl.9.Me'by'SI Ue I sNlerw.cev.rA fNi,hwden Nall W Inep,lea Igretli.le a ZS�.f�.i,: wuUvnerd'wlObS amen Me�U1.oaNxlbn..K mob I.r.adnq.a (� ul U wndn.nods b. ..e ea wa aq wcevwry ptlII«Mwb ae lv Me m� y b.Ile'e.cM1 nlni.N.M al Nat dabY - ��.- awe ..nee EPU n<hon.ilnOliy, c,ldned k be..deairad,M.fuAlrp / .. w-RE.d ninrdi.Any rwulrea n IrR shun th moss Fnmeableb. Z Nnea eboubb be ca b Olbw the ekiA W droP. / .ulRhg M e ll I M iM RM.rhFO°tm Ee°O,.°r M1 I b Mil bw beterga th ¢ LLl ].Alwrya t1.cM1 o Ilnee/.Me Ilof.11on dMw,n!b the both.or lib mmv�r thwpwbtl su o°e a.e or .e ro ry,i eCOo c e e rip r2 O I-The S«h0rkp Tine aGacbes b the RO.SGon device w the sow EN °p•��,LO•I) abbe MU Idea port 10,IM1e Aain.ALWhIOg the ncM1on I0 Un bottom / -u ebb edF en « . h ed.Trrey muN be nm.wa when 2 .f the euMin mould eW ee promWlwe IWil,e el W eunaln due to the are.ew \ tl.pwlb rash apw.almolNy one-Iidl°afxe Ilydghl of Ux b.rdv q impaled on N.middle°e«ion Sr the euf.. :n°�"E�. O MT n..e.ma w.m•• rue __ 4.There le an un. «Gan b the roe the 1.Nbily cu -AId t be ROWNed Rl N°»e;it t when M,e I. d«q.r of creawg a Nit buSauD. w0rooun tthe middle of 0 ee,1b.nby bi , g en 0,,eg , .. ling awe bar.0---h.be«uses Ifwtbeb.br9e w Of.wing hY forming v very Inn9-Rbbea,Nwr,V to dell..dean br.round work �� ti b,w dl t 21,mod of the Bill-l.den wet,b the work grog],.We tba // �•� row V Y'ant dlracl uch 1 Uv silt.want the M1oregne.an Nit be taken, how 1 net bmlwtWll the wndn pemeMbubr b the w.W cum... iqs 5.The NI«Ibeneae.the border con be.cremes by Inabllirp two p.roIW IID.CONTRACTOR IS TO WWII THE NOTICE OF IH NT IMI)A➢PL 1"PROVIOEO ON i1E ceP YEB SITE ALONO le gthe•OF pigrMed 01 nqular Intervn6 by 10'(J m)long we.den boards, TH RHP AFpLi-lbl!FEE FOR.HALL OORSTRUCTION p ECTS(LESS THAN 6 AdIEe)OR FOR LMOfO eve EFpm O.r.02/R/le NSTRIA:TIOH PoOJECTS(E OR OGRE AOREs)TO PERWT FEES.AaPoRI2ATIOU ISO...4B IRURB AFIERETIE OATS OFLT.OiWLETE X0I MPLICATION 18N ee�rna.� �u w� eFm bw.W/te/le Remewl PoBi-ARAKEO TO 18P. t1R rpilCEe CENTER WILL BEND AN ACpbRIEE.¢NT LETTER AFTER RECEIVIHO AMO lWv' r Ww g PROCE691N0 YOUR COIPLEw NOI APPLICATION ANO FEE. a xa Pe cuare ehoubb be IOken b pMwt Me eNA from avm«e Oe!M1e IUNbbgr 2.SEBUBWT 1 1 PACKAGE EVERY FIVE YENie III GONETRUOT[ag ACTIVITY EKC 1 FIVE wARe). - n el.xnR[RM 9BR0. Min Iv draygea from the vet,. 2.Tha s0e.eleobd b bdn9 Ue.SO..Behan eneaa b.free of sharp AFPLIOATION FEE IS SUBJECT TO-1. ALYRTe OORFIRM THE ARP,YIT BY OALLIRI TIE NOTICES r«ka,broken cement.tlabte.eW.w ae to MRMhe damage wM1en M1aulFy Al(SEE)sSE Est P. the wrtdn oar the 0n.. ceMER 3.It Ne RF Wu M10a a d-aRA,it can be further Profeclea HE AbORREESS RR NFOES STORM1WATER NOTICES CENTER IS small t dong 14 I nglh with a cren MeloNxp ludiny Iinea.Mon nn4ig° Ew BUIR 8 TNENT OF EHVI O-ENTAL PROTECTION Ip - e"w't< eT JoLn C.TWo.P.6. .bmp5n9 W n.1 Me cuAdn Irom Ng water. ONE ROAO WRE Aul Ybe Pr.Ndevt TALLW A99EE,TF L.IRS.-20«St O Malnbn0we E.THE RULING AWREee FOR SOUTH FLCWIIN RATER R0N'..OIRSTiOT IS. rw.'MTAr.I wrNn�Te �^rek"^R°,''•>s� stole d ryy.w µ F.n.wK z4ee°,REST FALR B�9, t 0 16_50 NOTE: m<wNaH�mNH.g euMWe1.Tne amel«,/owns en..be re..n,ide rot bt.w«e yr th.rm.r Aev.Fr9N*+ Imo W auntlon 0f the projeM b aneun Ne eaneIRNOH.Prol.vlbn Of CONTRACTOR SHALL COMPLY WITH THIS '~m' ..mow. the lem0une. 2.should repairs!0 the 9eeb .IObd.b«ome Ileeeswry,Wn gn rtnglly rop.r-wd.b.Irom 1.mgnaactunn:mgnulgcWnr'e.eWglbnenmu. PLAN AND THE FLORIDA STORMWATER A.xe ea b dl.wea b en..re th..a.q«q.the rowF. EROSION AND SEDIMENTATION CONTROL 3.t.,thd I e WK.n IN R.bn9er.ndpu ruin md a.de..A«d,«nM t Inep«r,W M. INSPECTOR'S MANUAL BY F-DEP. a nm«ea .m a Io 195 mWmlze luMtllty,seNm«t ahOB b.nmaws SM Ne 0rigiwl Eeplb(w 0.. ._,.n)nabrwa hef.re nm«in9 the curtain.Rem Wl.otlPnanl.R.R be Dwg. N.: aullWlenlly vdu.a before re«inq W«Avin.My apola mu.be bon b v .Plana env ana NvbW:.e. ESC-2 OF: 7. 21 iii n it:u u i i n i u i ui i u i i ii ie n Sunshine State$ ' One Call MEN Ira - vi mco �,��,ac:�t�s<�_�,�,.r•�.��rrl.Zrt�r.� 1 ■— ��-+-a��c, „ ��",�'+cer^r�rnr-.-�ras��r—�a .. �e-�.'•-r.-.� �.�`�=-'��o�oc^�r�i aE—''z-arm� , � • • � iadTAaUABELLA TOWNHOU8E8,d1]a 9.W.9xM Ave.,DANA SEACµR]Dix ♦� I , avu a «mc a i.• � M C C nmub• .. ., u. G ul .0 /j ;I AOUABELLA TOWNHOUSES LL Z • • � � I �1 .r aAMc ulaecAEKauEEMeMa• �/ I ' / -T�- -..{.-----�'1 �1 •R6FFPFNCEKNE CRY Df aPNIp9FA<NIAXCeCPPE TECIMC LMAMNL' r �.----- —�----5:�11r- Avenues---,----- � _ i Pea x® M;Au PNovReo C� � --- - _ •. ... APPEMM6IFASLFfOP VENCULARWEAMYe 1 xw a Tnees s a and mcb•m P•xln■61111 -- �1 Will A•UrtINOPwLR RISMOF WAY «•"P 11Om Mb« I O il H f � I ...fci..�.. i.. �'�'`,� � � i.lSlxrEMoa LAroacAMa FDx�vExwuuxwEAMus I 431PEMMWEx•UFFMa-11"Ma 1•�iF _ __ -_ _ - -- _ -_ _ - __ M'' I xEY DNPUN cm aaNTlxuow xm aaxTINuo a W >V) SEC Q • xonTx.Exn,ei a' rY to coxnMmus wNronnw WO U. �\ m COMIMbw cOMMWw 1- UhU la �N�aw aaN Maam a z Q { fi: J xi Ei } �x J .!! ! a 'Kse%E'nwEr.R ai tour Mrous Le ooxnrrvow -, (6 W ca � -r^.�' - •,�,.�, xouvElmuu9ueann9A waxvlxol.,x mros, � V MQ_ I. .. ,...+ .,,. F •eea sa�uxose«APEPun nD•MF a O 2'"Ca•"• _ -••- ]I ID it CONTINUOUS � LAIIMCAE POA.c■FeMNa G ,,... rrtMuo 1 „ US Can ,• Canal '•..� _�•`��... J\" _J \ Me AMi AOOITDMAL 1—AxIO PALMe NOTMOEATEOMTNIe CNAR!•w Non DA4 RMabn —_ —_—__�_ _—_---_—_—_— _—_--_�._—_—_—_.�_—_—_—_—_— AMUTILea,DTD RTIaATe1xFS AIE—A.—M— NROi'th d.,ot�NwnurmaanPMa I—E.IcYAb S.—Aa Faa 1 w^PxovMm ala , MrBMOxtuascAMD PxovDeo ioaT. 3az 2. """^' v MMEFnwnx.mu 1-0 o-nMmw um 1..M.,,�nn - SCALr.p�r•wL�.�r•Lr'I .P.40' d.te MSAMUM TSE68�ANO tPACINO PSaUESMENTs uslaoxnmvauMj sa' ,u PLANTLIST PLANTLIST SM HAT'S . NANE EDTb11cLL NAME •!...CATION SYM N MS • NAME EDFANU",NY! •I%HOATION SMI.LLTPEEI,OAMAXI ,] D EXI6TN0 MESS TO REMAIN: MS IadK MAXI'S P�`c 3] HST See TN¢DMP.•RXM rTAM elaxr ro-1 ACCENT PLANTS AND OROUNDCOVERS S PROPOSED TREES d- JwTTICD M 4 TSLLW v.RATSW diwY/,L'waM tl'x A'p.x N'ml EL■ D■S EL3l4EpaY RA%LRY DYMM YFaxNu 30,Lo'x W.W—. OFNATNEAM�ENT—MOESPECES dean, OSY07 e m YM D dM9D L•aD Suar•anNNW tl'x ANpr.x N'ml F6D Ne Y.laaai IaLnlrD'xDY PIe•vx..�4MM' ■gal!x Y'.W aK MI wunu«+vncx au.•m••vwnu.m,.nT.Y.MORM CAL S pRaZIL DFAi1YlSA G Ixal brmllM•• tl'xA .x N'mL Ia•T� N• RUI®ASAITA aRADa a1P•a^'•'NaMan Iga4 tl•xtl•,Wen,MI BNSUBa IYT r1S , tm CFYd�b, J.F.SCCASN lT YSS 7• SRMR MTO•ICCD Cmm,iA•�<'Mlax' Wx•'.xxl W.•eaK vneucxwa,. •O A Y-4T Q YE• >r O&xaE L 4Na elwl«n R W x•t x'mL D Y!A xt CNbw1 a10..MLY Ilw a«xr S'x■bp,x•mt SOD A YAEtIEN TIER RNA MA PEIMTR a R AL OR Aul« AS 0lIGVxi LY Yp Y IALD TAM~ Lp.—M,.flw.a tl'x AYp-f N'mL R. AUNM•R TiORATA•1'D.AI911•Taa M«ulip—a•exWN� SOID SOD,pnu pw••T. FRWI CRT N DAMN P,EACN FOR PALMS PRO OR W W M• D,]OY RELOCATION OP ANY TREE•OR PALMS PROM O/ Y!S ri LM ON 8 Or'a•vxgMmS O'x•Vp,x Vi•mt Y41 yTm lR —DAaA ECD Myela reYYn DOI.ID eW, p«J. TNIE NbP61llY. Polla PEL Y!• • SLANN Faa Pxu rneun M► .—r mL TO • Y6LOL TASOSM. tYTbx■mrab D'x• SEE POSED, LANT APE PLANE R-9,L-D)FOR '.p.-xyrmL TOPSOIL: TaP•DC�AMNM sa■D TaPaDL.lAb HM.SPM4D MPLY2 PROPOSEDP AR.66•AJND 1-4 %C4CAI PALMS ®GY. 1Ra•.PAY'Y,EI■•d AD mCYOw+i9a• LAID•C.YE DETALS,SPE.FI4111tWD,NOTES, M YES N EM•LL P.R.fY •ab•I Yrm YID.YV/eA !••GY. AllA M m MJDpIp WM A T OSIN O T.P•Op.9PRAD M PLY2 �G •' MI Y HOIWW PYxY V•IIWa a«Ng■ryMV —1K.1S —M- SEE TYPICAL EUILD•N6 WIT LANDSCAPE PLANE, YY M MaRAX PAJA ■MyW■blrudY N'eA.V•rNa MI Ntl MULCHING: L-TU-4 L-TU-1 DI GY.V- Tai E.i1K'NIE.CN Y PWnK aPAVD N MACE,ARM P T AND-L \� SHRUBS PISiYb■SRTLE"APPROVAL I'IabR TO NETALLATWi \IOe•eemm OR YH YD OOCORAM Opob■Mnb W. ■ Lxa•nxC,fa•en Ml T.PSOIL SOD AID IT.U.01 aYNRRES SIYAN AIe APPIaOxll'IAATII.rxrMRACiga Gal Y!S AT MxALL-LtAnx:D OD81A CWM,W]IM T 6AL SA'H.D•'•D.PR W AaD.iD.A UNR PRCB Pao WY AD MRL E!PAD ON RNT I3LT PROS GbY D ..a. °R•TWO ,� aAl-iA9DQ—A °I'•'■ff— •'^�••'^�^� 1•a'IRIALMMeSO11Ol AND APP — SITE LANDSCAPE PLAN L-1 IsOn—shi.Re — m m- sg le 1] - 11 I I poll ,!ne'caii �IMQ TV V"-;f -4 RAN V) or T --Nr -mrz Aa "w 'W1 MAI 1A Nun W�nAMI 01 It, all - -r --v- ME ME' —well SOUTH SECTOR %4F ;Jj A4 RUE p V"I' 1m 'All L2 '�—'AV orI WI, LP— AM ...... ....... ......... ........ 1—�g;k js,�f liue State Rne Call � 1�I -ram►-v.�.r�r-r-i� �•:, a;.��,-r.r,-.►�,��=s,►e`: �� w—^_�� e�� 49�� C�� e1M FE� �1� ��w ►� l�ri poi ��i s:► ��'1�� /( w IN-IM7t14F//�I��Fi�h �1I:FeO�y�i. � ��tr i c�4r=i �'n P�II a�.-� .w�_� � L�t'•i I�.iv C��l•mu�F� L',>�,�"7 'f � '^; 1 ��al�� " I� , �. ��VV� t� B wad` ��•S�i 11p p II� . � w. ��I� _ I MRrI2.1—Im M- M :11 v �r �r I s1 II OldEMILSM .41 Rk ILI, 1�y I•' ��'�� a\.=f� �� I �,_ � `.,� �i,�--�•�'Ica,=��ire��7� � �. �, e�—J.�� v i y - ■ FERTILIZATION: V VV E..oc�'m.vu�Aea��i°o°TMNa.Pa _ � .Vo11Ir.T..W AODIeKNJl gIa6QATKN aol.Q MN9rr N�YNIIM�M.QIILL'�iKxaaArotW'�i 11.'�vt s�anNr�i '.Y� = P1 C C Al NOOuda..�rYYLl a�i _l'MN ate_/i TAL m— IMMM1YAlMY Nt'�I�N IWtOnwa �w •/N� �o •y �.Rx°iCN Mpl11Aa4atJtL wrQw {a YalceV•N.1 T1Nrrnau 0e. AAtYuYP'ae^"la MuNWlral eroam. wnwu e]K i • r DNW W LANDSCAPE NOTES E o L AU PUKM,rNLNWL rxctloAr.lan.Olwrem LL g RNar�rw,r,.trroew NYwKa OONIN.ON.(NwL M1M1LNlam ealrr xill M IRITKN[Y YD MMKr CMMgN.YD.f1Y m.ONlw SHRUB PLANTING ADJACENT A19D 4e Pw>fN:T unnrtwawlate uagro wrlmura aaiwareaemuns na Noeaw aKun-raN�m NNrrKu-nPeK NKAu rra MEOW. rwwn PPc'e.rT. .°E�T"°`""iepU1r" TO BUILDINGS DETAIL NKr,wuwT yr KATKiw,IrMTNNPwa wANr mTMAmNwm aTR R.ONDArwn �� aNNfOa xta aMLILMWr0.rxuw MYr1'bL•YIO KCHBQrAAT a.P.r.ars rawwrr Aeo AuuaNraw maces Kwawwra arRxwrorrrrunne Tw racxurw NalWl cur r ax1rIMTNa NON tR larva arable Au WM\L roNwNN wK enraLJealr.Ml AtrJw TN cilM axt luu.r IRO a AINCT A•e.OR TR NPNCIYL mutes wK.w ro.err lmaYNlaorx.. m...•.-Ta.trwrmstr lmo®a.ax wrr �uerawn/xa Kt mtK. PurrMTww row meaaw wrnww aAawo°Pwlwew rTYwN rawwloa lnw New-TewaoNur. rcrtowTR PLM6lati f4•x N'r OGw aIrNEOPYN.PLWwlers �gILT6 oI1r.MrPMINxr raNrrrr � d g aanml aAa oN•eN PIAMM loa lnrAo x PIAr-eNib.NYr. 1NwC PUNT ro PRR1t Nr PNNIw �R aARreaNTR tttti RaNrrtmdtYtrtr ro r rKs ra.m PLMw.Yrlw aNgerrr •Rlr�llre �rlplpPIVPEIINTrR1 a0 YFOL i. P��'�r rOr.IN rSAMM NA rRb MM1lrw.TlgbbYT. tl_.�ra•ClrI PAIR MTrIAt. 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