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HomeMy WebLinkAboutApproved Site PlanSIrI'E D�L� 'PROJECT NAME/ADDRESS: -CRISTELLE CAY (fka OCEAN PALMS) DEVELOPMENT PARAMETERS: N. HIGHWAY AtA ZONING: HIRD ' 1/4 MILE SOUTH OF THE BREAKERS LAND USE: RH ST. LUCIE COUNTY, FLORIDA . MIN. SETBACKS: PROPERTY OWNER: OD I LLC FRONT:. SEE BUILDING CALCULATIONS c/o DAVID GILMAN . SIDE: SEE BUILDING CALCULATIONS 6105 TRANSIT ROAD #140 REAR: FLOOD ZONE VE LINE AND AMHIRST,.NEW YORK 14051 LIMITS OF MAJOR STRUCTURE LINE cardinalsouthern@aol.com FIN. FLOOR. EL; 18.41 (LOWEST HORIZONTAL STRUCTURAL MEMBER = 16.41') DAVID S. KNIGHT, P.E. ENGINEER: DAVID. MAX. BLDG. HEIGHT: 35 FT, MEASURED FROM MIN. FF. EL. OF 18.41' MSL. KNIGHT, MCGUIRE &.ASSOCIATES, INC. MAX. BLDG. COVER: 30 �. 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FLORIDA 32960 WATER & SEWER: CONNECT TO EXISTING ST. LUCIE COUNTY UTILITIES (772)569-5505 - USE ALL EXISTING UTILITY SERVICES AS APPLICABLE. SURVEYOR: CHARLES ARNOLD, P.S.M. ' ARNOLD SURVEYING, INC. STORM WATER MANAGEMENT 4888 N. KINGS HIGHWAY #425 FORT PIERCE, FLORIDA 34951 THE STORM WATER MANAGEMENT SYSTEM IS EXFILTRATION TRENCH & SWALE PERCOLATION PHONE: (772) 460.8211 TO DETAIN ALL REQUIRED STORM WATER RUN-OFF. - SEC -TOWNSHIP -RANGE: SECTION 14, TOWNSHIP 34 S, RANGE 40 E. - ALL TREATED WATER SHALL PERCOLATE THROUGH THE SOIL AND/ OR VIA OUTFALL INTO EXISTING F.D.O.T. DRAINAGE SWALE. TAX. PARCEL NO(S).: 1414-310-0001-000/3 -,TRAFFIC & PARKING 1414-230-0009-000/4 -� (#230) Residential Condominium F.D.O.T.: STATE SECTION 94060, MILEPOST 5.725 (ITE Trip Generation 9th Edition/Parking Generation 4th Edition) POSTED 45 MPH, ACCESS CLASS 4 Parking: Rate = 1.53 PER unit (per ITE Parking Generation. 4th Edition) i-. . # Units 21 :. 100 YEAR FLOOD PLAIN: ZONE X ;'ZONE AD DEPTH 1 ZONE AO DEPTH 2', Required 32 spaces . AND ZONE VE15, MAP NUMBER 12111CO089 G, `` '- "�-s , Provided h 42- ` spaces with 2 handica ed p ( PP ) DATED NOVEMBER 4, 1992 THIS SITE LIES WITHIN A COBRA ZONE. ` - Traffiic: 'NO FLOOD INSURANCE AVAILABLE FOR STRUCTURES -zg +," aadt am peak pm peak NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON OR , {. AFTER 10-01-83".''., :., trip rate 5.81 unit 0.44unit 0.52 unit :'.# Units s 21. 21 21 LEGAL. DESCRIPTION `., 122gross trips 9 gross trips 11 gross trips, 87 vested trips* 7 vested trips* 8 vested trips* THE SOUTH. iSO FEET OF GOVERNMENT LOT 1 AND THE NORTH 50 FEET OF GOVERNMENT LOT 2. +" 38 net new trips 3 net new trips 3 net new trips AND THE SOUTH 200 FEET OF THE NORTH 250 FEET OF GOVERNMENT LOT 2 ALL LYING EAST nr^ -. AADT AM PEAK PM PEAK ' OF STATE ROAD A-1-AAND LYING IN SECTION 14, TOWNSHIP 34 SOUTH, RANGE 40 EAST,, notes: �- ST. LUCIE'COUNTY,. FLORIDA. - *"Vested Trips represents the current approvedtrips from the existing Ocean Palm Site Plan project, that isthe subject to the proposed Major Adjustment for the project known as Cristelle Gay.. , .EXISTING SITE CONDITIONS DEVELOPMENT IMPACT FOOTPRINT PRESENT CONDITION: PARTIALLY. DEVELOPED 2.97 ACRE SITE, NO BUILDINGS OR BUILDING PADS PREVIOUSLY. APPROVED: 1.35 AC -. CURRENTLY PROPOSED: 1.23AC SOILS: 1. PALM BEACH (#27) 2. BEACHES (#9) DRAINAGE AREA INFORMATION OBTAINED. FROM THE SOIL SURVEY OF ST. LUCIE PREDEVELOPMENT PERVIOUS AREA:. 2.97 AC /.100% ' COUNTY,. PREPARED BY THE U.S. DEPARTMENT OF AGRICULTURE PREDEVELOPMENT IMPERVIOUS AREA 0.00 AC / 0% (USDA) SOIL CONSERVATION SERVICES(SCS). ' POST DEVELOPMENT DRAINAGE AREA: 1.23 Ao;. / 1009s POST DEVELOPMENT PERVIOUS AREA: 19,730.SF = 0.45 Ac. /37% TOPOGRAPHY: INFORMATION EXPRESSED AS 'NAD 88' PER FDEP COASTAL REQUIREMENTS POST DEVELOPMENT IMPERVIOUS AREA: 0.78 Ac. / 6396 TOPOGRAPHY: VARIES .FROM APPROXIMATELY EL. 16.01', ..ALONG CENTER HIGH:' PROJECT LAND USE DUNE TO APPROXIMATELY EL. 6.61, ALONG S.R. A-1-A F.D.O.T.. TWO (2) MULTL-FAMILY BUILDINGS: (1).9 UNIT STRUCTURE & (2) 12-UNIT STRUCTURE SWALE & -.1 .49 @ MHWL. - TWENTY-ONE (21) TOTAL PROPOSED. DWELLING UNITS DRIVEWAY: FOOT EXISTING DRIVEWAY, ON -SITE EXISTING ROCK BASE. DRIVEWAY DRAINAGE: PERCOLATION AND/OR TREATMENT W/.EXISTING INLETS; EXISTING EXFILTRATION TRENCH, METHOD OF. CONVEYANCE PARTIALLY DEVELOPED SWALES, .AND. EXISTING DISCHARGE TO FOOT SWALE FEE SIMPLE - SINGLE UNIT SALE (CONDOMINIUM) - DENSITY/DWELLING. UNIT CALCULATIONS: TOTAL ACREAGE 2.97.AC. EXISTING GRAVITY SEWER SYSTEM, LIFT STATION,. AND FORCE MAIN CONNECTION WATER & SEWER: §66S6"@IPRJR9A,"RMC+dRE EXISTING ON SITE (BY PREVIOUSLY APPROVED DEVELOPMENT PLAN) MAXIMUM UNITS = (15 UNITS/ AC *. 2.97 AC) = 44.56 UNITS EXISTING WATER MAIN CURRENT DENSITY LEVEL of 2=54% of MAXIMUM?LLOWED NOTE: UTILITY SERVICES TO. BE MODIFIED FOR MULTI FAMILY SPECIFICATIONS * TOTAL ALLOWED = 44.55 0.54 = 24.06 = 24 UNITS TOTAL PROPOSED = 21 UNITS ELECTRIC:. SERVICE PROVIDED BY PPL (EXISTING ON SITE) .SOLID WASTE .(REFUSE) MANAGEMENT - SOLID WASTE (REFUSE) SHALL BE COLLECTED IN DESIGNATED AREAS ON -SITE VIA PROPOSED CONVEYANCE SYSTEM PER ARCHITECT. PROPERTY MANAGEMENT MAINTENANCE :PERSONNEL SHALL BE RESPONSIBLE FOR CONVEYING ACCUMULATED WASTE TO THE RIGHT-OF-WAY FOR COLLECTION BY THE AHJ (WASTE PRO or - : other service provider). ` DESIGNATIONS OF RESPONSIBILITIES AND SCHEDULE THEREOF SHALL BE OUTLINED IN THE .ARTICLES OF THE HOA AGREEMENT. .CONSTRUCTION SCHEDULE:. - COMMENCE =-FALL 2018 COMPLETION = WINTER 2020 PERMITS REQUIRED SLC SITE PLAN MODIFICATION SFWMD/FDEP ERP. MODIFICATION SLC. STORMWATER MODIFICATION. FOOT: ACCESS MOD, DRAINAGE MOD, LANDSCAPING MODIFICATION - SLC VEGETATION REMOVAL :FDEP CCCL SLC UTILITY DEVELOPERS AGREEMENT MODIFICATION FDEP NOI SWPPP REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN - COMPLETE PLANS SET r e . 'bV — ✓{ w - Y , Y a " . P f 4 v v TAX PARCEL MAI ■ Nor,]] P�,A 0 ' 0 PREPARED BY: IT, MCGUIRE & ASS► " ­ C1 AITS, 1 CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, EL 32960 PHONE: (772) 569-5505' FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com DRAWING INDEX SHEET DESCRIPTION 1 TITLE SHEET with SITE DATA 2 SITE AERIAL with BOUNDARY SURVEY OVERLAY 3 EXISTING CONDITIO c 4 ENVIRONMEOT 5 SITE PLAN 8 LANDSCAPE p 7CONCEPTUAL..UfiILI N 8 CONCEPTUAL PAVING, GRADING, DRAINAGE PLAN 9 CONCEPTUAL SITE LIGHTING PLAN 10 FIRE DEPT. REQUIREMENTS 46 HUuRS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. INKLIMISM DAVID S. KNIGHT. P.E. Planning & Development Services JUN 2 l Z018 RECEIVED DATE: FL. REG. No 41060 c �. w 'ti E 0 c rn c '; 0 0 i i 1988 COASTAL CONSTRUCTION CONTROL L LINE AS RECORDED_-- IN PLAT BOOK 26, PAGE 26, ST LUCIE COUNTY, FLORIDA T R-IQ in DEPARTMENT OF NATURAL RESOURCES MONUMENT w iA 94-77-A-33 (NOW BEING THE DEPARTMENT OF ENVIRONMENTAL PROTECTION) GLOBAL POSITIONING SYSTEM (GPS) NOTES � T l o °o oNo ` a 0 1. REAL TIME KINEMATIC RTK METHOD WAS UTILIZED USING A TWO 2 $ N 40r a DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. z T `� q �', 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL o STATION WHILE A 'ROVING RECEIVER LOCATES EXISTING MONUMENTS = 8 _ . SET 4X4" CM I \ BOARD OF TRUSTEES OF THE , LB # 7903 INTERNAL IMPROVEMENT TRUST FUND IMPROVEMENTS AND CONTROL ON THE PROJECT. - OF THE STATE OF FLORIDA BENCHMARK \ j PARCEL # 1414 230 0003 000 2 If, 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING GRAPHIC SCALE ELEV = 9.59' FND 1 IP m xoi' A (NO ID) S O'.93' > ,tip CARLSON SURVEY 2008. SET NAIL & DISK \ 1159584.719>N. u O Mom` MEN HIM WATER LINE u FND 5/8" IRC K�' A 40 o 40.. 80 120 LB # 7903 \ 879386.821 E \ 0 g• p0 o.41 NAvo t9e6 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS NI'�`d'nv;1 � z LS # 2909 O 1.90 NGVD 1929 BENCHMARK o ELEV = 9.56' s F: SEAWARD uMNs 1/09/2o1e SCALE (1 Inch = 40 Feet) \ p�J w \ 'y q 1159586.14 N ! 'y OF EXISTING N TECHNICAL STANDARDS. FND 5/8" IRC SET 5/8°' IRC> 879526.67E �VEGEr^noN -a 4r ELEV = 6.89' LB # 4942 % OOa £ 0 LB # 7903 u \ \ N 89 1 '54 ' E N 89019'54" E 1, ? x °} N 0: 100.79' 257.21' rn? - -- - - - - - - - p E,�w �� N LINE DATA 10s. "THE NORTH LINE OF THE SOUTH 950' OF THE NORTH HALF OF SECTION 14-34-40 O L tit 2 a 9 sIL VICE u ' �73, ti2 ` y'�^ g x FND 3/8"ZIR,\'"k�fA - 70� x OO (NO ID) A}° ,,, h9 m�` x�°� h N LINE BEARING DISTANCE �i x Z" z `\ \\��0 00 " H ° L1 N 89°19'14" E 8.31' Z _ X.y } l91 PG NSA i i 26' INV \l �� 7. xof �.p X � \IP � �23� �`+} N `, 9 Xh X, x LEGAL DESCRTION m= h� ,,` V- THE SOUTH 150 FEET OF THE NORTH 1/2 AND THE NORTH 50 FEET OF THE SOUTH 1/2 OF SECTION 14, TOWNSHIP 34 SOUTH, RANGE 40 EAST, N ��'�x� yP°m `°a', ,(����yti LYING EASTOFSTATE ROAD A-1-A; AND THE SOUTH 200 FEET OF xp1" THE NORTH 250 FEET OF SOUTH 1/2 OF SECTfON 14, TOWNSHIP 34 �� \ �ti V �� ° SOUTH, RANGE 40 EAST, LYING EAST OF STATE ROAD A-1-A, SAID 11.2s �� �,� w � ,� � LANDS SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. R x \ ALSO DESCRIBED AS: •D p� \ ° x � -�p h� MIA S89°19'54"W NORTH LINE GOVERNMENT LOT 2 BASE BEARING ti \ \ 1574Tp �a ,0� s� A� THE SOUTH 150' FEET OF GOVERNMENT LOT 1 AND THE NORTH 50 FEET 26 OF _GOVERNMENT LOT 2 AND THE SOUTH 200 FEET OF THE NORTH 250 .74 oA� FEET OF GOVERNMENT LOT 2 ALL LYING EAST OF STATE ROAD A-1-A \ 12s1 °oti} \ \. g X AND LYING IN SECTION 14 TOWNSHIP 34 SOUTH RANGE 40 EAST \\ \ 7.9 �a \ `� � �^ •, ��'�� e. `� SAID 6.7 0 ti \ \ cg -- s �y °tk LANDS SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. "THE SOUTH LINE OF THE NORTH 50 OF THE SOUTH HALF OF SECTION 14-34-40" 1n, 6b ,. � :: titi P-�gy�t9• '� 7 X �Qv °A 111 `: 00' CONTOUR UNE %' 80 °k' \ ��j xti0} \ °a° ""w19� �%i SUBJECT TO RESTRICTIONS RESERVATIONS AND EASEMENTS OF RECORD. y kLt71 m$ b qi k p� A a t.w' NGVD Laze 6.97 rO N?i ti�� 12.7 �p�J ¢ 0. �N y. -4 o 1/09/2018 0 �•a� \titi'' °} � �,�� , � ,� •yhs x Nv;NA CONTAINING 142,810.39 SQUARE FEET OR 3.28 ACRES, MORE OR LESS. " b r h ti \ titi^�x ti0^� X I 7 rz 0 XAi�^. Q Y.v X ��� \ o GENERAL NOTES ®,, ,� 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA 41 STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN \\Z Tngti h } m�.sy Z¢ \s 1Lao+ . �. m U� m�, h DATUM OF 1983, NATIONAL GEODETIC SURVEY ADJUSTMENTOF 1990 cj x2- (NAD 83/90) AND REFERENCED TO THE NORTH LINE OF GOVERNMENT X10c, N LOT' 2 BEING N89°19 54E AS SHOWN. br ptc r ti 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN `'q � 49x;ce� LOCATED AND SHOWN HEREON. BOARDWALK e 5 19 �" �° z c, Xti2 ,� I �� N m IV 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND titi.. JT w �yc� \ tit \11 \ , •+, " o xle MEAN HIGH WATER LINE FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. hh •° > 0.41 NAVD 198E �b.�x `. S I. X t, 1.90 NGVD 1929 \ AOZA �. h * bO 1/09/2018 4, UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN FND 1 IP o?Z Z N \+ 'y` LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 1155 O 102 x ti SN0.35 11� ti°�x0 ti k gA x i 9 ExIST11 IN E ou �� ��i. , 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICI IN 0.36 9a . , 6.20 INVERTA FOR RIGHTS OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ti� 9^vase^ S 89°19 „ W Gov® r4m, S 89°19'54" W A 2 x "THE SOUTH LINE OF THE SOUTH2O0'OFTHENORTH250 0FTHESOUTHHALFOFSECTION14-34-40"eo A �30.19. g3.06xd FND�°IIP'P" s 263.54' Ix 05 ,` ABANDONMENT'S DEED, RESTRICTIONS OR MURPHY ACT DEEDS• FND 1•' IP N uo NO ID �'Fs LEGEND ABBREVIATIONS FND3x3"cM \ e }< (NO ID) ��• so yko a� G ^ gy0 �N \ 9g6 Xti. 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN (NO ID) \ 46- S 0.26 W 0.45 7Coi o. 1. .oa ,� 1759186a52,N > ZONES X AO -DEPTH 1 & 2 AND VE 15 , ACCORDING TO THE. A ARC LENGTH NO OR # NUMBER` s o0 x6 756 4 \ sou TH FLORIDA WATER' MANAGEMENT �° ?,° FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0093 J W 0.58• x6g 879566.076E X X X iti , SET _ PARCEL #_1414 310-0003-000-7 EFFECTIVE DATE FEBRUARY 16 2012. THE EXACT DESIGNATION CAN A/C AIR CONDITIONER NTS NOT TO SCALE 697 ELEV - 10.40 y or \ SET 790 &DISK LB # 7903 ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE BM BENCHMARK OHP OVERHEAD UTILITIES LB # 7903 CON COASTAL CONSTRUCTION BENCHMARK \> `� N. CONTROL LINE AS RECORDED BENCHMARK u . ELEV - 10. 7 \ » » ORB OFFICIAL 9 u > IN PLAT BOOK 19' PAGE 6 C CALCULATED. FROM FIELD MEASUREMENTS AL RECORDS BOOK _ s MATCH POINT A � � 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID. WITHOUT THE ELEV - 6.89 J, �N � ST. LUCIE COUNTY, FLORIDA CBS CONCRETE BLOCK STRUCTURE P PLAT DATA \ SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C/L CENTERLINE PG(S) PAGE(S) ; \ ��s N ss SURVEYOR & MAPPER. CM CONCRETE MONUMENT PLS PROFESSIONAL LAND SURVEYOR / E DEPARTMENT OF NATURAL RESOURCES MONU8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY MN DEED POB POINT OF BEGINNING OTHER THAN THE SIGNING PARTY OR PARTIES 'I PROHIBITED 94-77-A-33-2 (NOW BEING THE DEPARTMENT OF A2' -o VER ' N R E S H )� I ED WITHOUT ' DEG OR DEGREE POC POINT OF COMMENCEMENT ENVIRONMENTAL PROTECTION) �1�lei NE CROSSO WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. w� CqDU ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT � / INFORMATION SHOWN- HEREON IS BASED ON PLATTED AND FIELD FFE FINISH FLOOR ELEVATION PSM PROFESSIONAL SURVEYOR AND MAPPER N� 7,5 MEASURED DATA, AND ALL MEASUREMENTS ARE IN ACCORDANCE ,WITH :PVG POLYVINYL 1988COASTAL CONSTRUGiION o�, '.r FND FOUND YL CHLORIDE I cONrROLUNeasREcCRDED =_°` � THE UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF...,.. s FPL FLORIDA POWER & LIGHT R RADIUS IN CONTROL BOOK LLINEA PAGE 26, 'a oog1 0 ' - J ° N 09Y018. 9. THE LAST DATE OF FIELD WORK WAS JA UA '_ RLS REGISTERED LAND SURVEYOR ST LUCIE COUNTY, FLORIDA N R 2 ID IDENTIFICATION: NUMBER I, �. IF IRON PIPE R/W RIGHT-OF-WAY MATCH POINT A" Q o_ 10.: ELEVATIONS SHOWN HEREON ARE IN U.S. STANDARD FEET AND IR IRON ROD RM RECLAIMED WATER MAIN' DECIMALS THEREOF BASED UPON NORTH AMERICAN VERTICAL DATUM o IRC IRON ROD &CAP ® WATER METER "o no OF 1988 BASE BENCHMARK NATIONAL GEODETIC SURVEY MONUMENT LB LICE 2 9 0� "N 633", ELEVATION BEING 5.33'. NSED BUSINESS 0 DELTA 17 Ck °P I DEPARTMENT OF NATURAL RESOURCES ��• R� y Gl v LS LICENSED SURVEYOR UTILITY POLE MONUMENT 94-77-A-32(NOW BEING THE s y; 11.'' THE EXPECTED USE -0F THE SURVEY AND MAP IS COMMERCIAL, M MEASURED DATA DEPARTMENT OF ENVIRONMENTAL S�c'�. 7/PI811I11CI�j�e02Ve10pilleG pp :LIFT STATION PROTECTION) Services f NAVD NORTH AMERICAN VERTICAL DATUM oa WATER VALVE JUN 2 I Z018 NGVD NATIONAL GEODETIC VERTICAL DATUM SEWER MANHOLE I THE DRAWINGS ARE THE - •++�^^^+� PROPERTY OF THE ENGINEER. WHETHER THE PROJECT. FOR WHICH THEY a - �- I - 4 - i -; KNIGHT, McGUIRE. & ASSOCIATES, INC. T A V N �` �Ol,DOs� DATE: DATE: PROJECT NO 1 REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN - APPROVAL- PLANS SET 06-20-18 PMP DESIGNED TM ARE MADE IS EXECUTED OR .., CRISTELE 1y 17-GS5 _ - REVISED PER COMMENTS & CHANGES MAJOR ADJUSTMENT to a MINOR SIZE PLAN COMPLETE PlaNS SET _ 04-30 18 PMP DRAWN TM/CAH/MJM USE , NOT.. COPY OR .FOR OTHER PROJECTS IS PERMITTED ONLY BY WRITTEN CONTRACT WITH THE ENGINEER. THEUNAUTHORIZED us wF E WILL BE Pgosecureo euRsuANr TO THE COPYRIGHT uws --.-..... KIJLTING _ ,. .t..:_ ,.. ,..:, �'QN ENGINEERS AND PLANNERS O E C ,. ::1. 80 ROY AL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 _ - T " ' ' ° '� HONE: (772).560-5505 FAX::772) 569-1455 'E-NI.AIL Ctvtl Km htM ( ) @ g cGu>re.com --_- ' a , CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 7�7 7 ] A T A �+ T�7 Q 1V PALMS CONDOS F.K.A.00EAN C T ��1 E I�OUNTY FL. ST. �.Ul., , EXISTING CONDITIQs based Ori BOUNDARY S' SURVEY - V EY LL...1 ._ � Scott B. McGuire, P.E. Fl: Re No. 39573 - g .David S. Knight, P.E. Fl. Re No. 41060 g a SHEET a1 i 3 UTILITIES RE -SUBMITTAL SET - _ 04. 30. 15 PMP CHECKED DSK _. IVE :,____-,__ _ '""- RE -SUBMITTAL BET 11-6-12 MJM SCALE AS NOTED MARK REVISION DATE- BY DATE 03/21/05 1� 41 \ \ ; \ 1 .\ _ \ \,, \ \ \ v v a \ \ \ \ \ MONr l✓ )YI I dV \ \ \ C \\ \ \ \ —\ A, \ � e v' \ - c v P t+•;;. - i 1. \ \�\Q]l v � l n - \ P \ q- , '•" �"� ° 'P - a v • ': \ \ s \ \` \ , \K; . � �1 i \ \, 1� A - � a S \ \ 1 ( J \ \ \. 1, V c,� y > y 1 1 t \ a VE = \ \ \WVE-\ \ \ Eo \ V _ v ti \ \ \ �P MIS \.1 \ \.. ( , \ I IX d \ \ \ s \ \ \ \. �y k \ \ Gi 1 \ H y o 6�s "G M r \ \ l o r s \ 1 ti \ , �N 6. ALL FUTURE BUILDINGS TO BE CONSTRUCTED ON PROPERTY SHALL CONFORM TO FDEP & ST. LUCIE COUNTY SEA TURTLE PROTECTION GUIDELINES & REQUIREMENTS. 7. SITE TO BE CLEARED AND GRADED AT TIME OF CONSTRUCTION. 8. A 5'-0" HIGH, TEMPORARY CONSTRUCTION FENCE SHALL BE PLACED ENTIRELY ACROSS REAR EDGE OF THE CONSTRUCTION SITE AS SHOWN IN PLAN. 9. THE CONSTRUCTION FENCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 10. AREAS OUTSIDE OF THE CONSTRUCTION FENCE SHALL REMAIN UNDISTURBED. 11. THE EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH THE SEA TURTLE PROTECTING LIGHTING GUIDELINES. n a tl H IH l 0 \HS � o, 12. ALL ELEVATIONS .ARE REFERENCED TO 0 0 N.A.D. n \ \ ` .0 88 �s \ \ x \. � \� k, \k\ (� � .n �•v CONSERVATION AREA SIGN 13. NATURAL VEGETATION DAMAGED OR REMOVED DURING \ ,\ t- \ t � � \ N.T.S.CONSTRUCTION SHALL 'BE RELOCATED R WITH �''� � \ \ \ \ � - (�\ \ - t \ t. t r S GATED 0 .REPLACED _ \ \ i \ _ S SIMILAR VEGETATION. < k \\ 14. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH F.D:E.P y k I. COASTAL PERMIT & ST LUCIE COUNTY CODES & ORDINANCES 3..9r,to, 6Z S t9 ,8Z">yL ` .i�Ib t9 r4k�i „tn15. ALL SOD SHALL BE OF NATIVE COASTAL VERIETY. SloIZ S 9 ..9c.vs LZ S 3 ..9 -9..9Z.6Lo£Z S r> k k r:- - `y k, t', SEE SHEET 9 FOR ADDITIONAL 1 SEA TURTLE SPECIFICATIONS 10, y o MAJOR' ADJUSTMENT Ao]C° VEGETATION NOTES m 0 N om A� TOTAL UPLAND VEGETATION AREA: 1.17 AC to MINOR SITE PLAN A O O 'A m0 zA x O Ak N N D� TOTAL IMPACTED VEGETATION: 0.82 AC / 70% P F I Om ti � fin. Ao 1 NOTABLE CHANGES _ Nm omo m a rn m oD m m nz A y 1• NUMBER OF DWELLING UNITS HAS INCREASED FROM 15 TO I` PRO mz 16 PALMS TO BE REMOVED AND DONATED TO S.L.C. 21. THIS HAS NOT ALTERED THE ACTUAL OR VIRTUAL Ex SWALE I 5' WALL - 0' _ A m TOTAL CONSERVED VEGETATION: 0.35 AC / 30% (COASTAL SCRUB) FOOTPRINTS . (SIZE) OF THE STRUCTURES. PRO Flu I "'� 2' MIAMI CURB SEAWARD OF BL G , 2. POSITIONS OF THE TWO STRUCUTRES HAVE BEEN ALTERED Ex 4' ( LIMITS BIKE LANE I TOTAL CONSERVED BEACH = 1.51 AC/ 100% -"" — , SLIGHTLY TO MEET THE BUILDING SEPARATION AND SETBACK EXISTING 6' CONCRETE I SILT FENCE I I ALL VEGETATION SHALL BE PROTECTED BY ORANGE CONSTRUCTION BARRIER. REQUIREMENTS. AGAIN, THE FOOTPRINTS (SIZE) OF THE SIDEWALK s 5' STRUCTURES HAVE NOT BEEN ALTERED. (LOCATION vARI s) 8.4 i SEA GRAPES ON SITE SHALL BE RELOCATED ON SITE OR MADE AVAILABLE 3. THE TWO STRUCTURES HAVE BEEN REDESIGNED (REFER TO Ex TO ST. LUCIE COUNTY FOR TRANSPLANTING TO -0THER PROPERTIES. ARCHITECTURAL DRAWINGS).. THIS HAS ALLOWED US TO RAISE RTO OADWAY --I-- -.--- ` THE FLOOR ELEVATIONS WHILE MEETING HEIGHT REQUIREMENTS. THIS HAS RESULTED IN CHANGES TO THE GRADING AND 4 i DRAINAGE, WHICH HAVE IMPROVED STORAGE AND FLOOD *SEE LANDSCAPE PLAN FOR PROPOSED VEGETATION ELEV 11.08' N.A.V.D: HG: PROTECTION WHILE MAINTAINING THE ORIGINAL CONCEPT. BOTT. of SHELL o:. ..�.� .�.�.� .. ... .......... �.�. .... .�..� .�. ..��. LJLl�.11"/IV iS_n j P8ILING AS REQUIRED.. -LLnU .,n a 58 wnwury N.A.V.D, I REFERENCE NAVD 1988 N.T.S. BOT, TIP ELEV. - REVISED PER COMMENTS & CHANGES — MAJOR ADJUSTMENT to a MINOR SITE PLAN - APPROVAL {TANS SET 06-20-18 PMP THE DRAWINGS ARE THE PROPERTY ROF THE ENGINEER. .WHETHER THE :PROJECT , ...._�..' 7�p p� r T �T� KNIGHT, MCGUIRE & ASCO ClATl. C ES, INC.P CONDOS DATE: DATE:.. `PROJECT N0. 17. 085 REVISED PER COMMENTS &.CHANGES ADJUSTMENT to CANS SET MINOR SITE PLAN COMPLETE PL 04-30 18 PMP_......._... "- DESIGNED TM _- .MAJOR o _ , .... '. FOR WHICH. THEY MADE IS EXECUTED r .: __ __.._ ?. - `.I,. /J CRISTELL.CAY _ RENSED':PER COMMENTS &CHANGES MAJOR ADJUSTMENT to aMINOR SITE PLAN — — 02 21 18 PMP R DRAWN TM CAH JM. /. /M .:ARE OR... .NOT:. COPY OR USE FOR OTHER PROJECTS 1S - `9 � ,:CON c : CONSULTING ENGINEERS AND PLANNERS PALMS CONDOS T ENVIRONMENTAL I :SHEET ' 1 REVISED. PER UPDATED SURVEY DATED 11 27 12t. / / 7/16/14- CRH` CHECKED DSK , :VB � ,..._z._.: : e , I PERMITTED ONLY BY. WRITTEN CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL LLc BE PROSECUTED PURSUANT To T HE COPYRIGHT uws: I I ,,:� , . 80ROY .: ��; PALM POINTE, SUITE 401 VERO BEACH, FL 32960 : • • , PHONE: 772 _ _ _ f ) �q 5505 FAX. 772 569 1455 EMAIL. Civil@KnightMcGuire.com htMcGulre.com i ..... _ �, > @ g „ , : CERTIFICATE O - . I TE F AUTHORIZATION NUMBER 00006335 F.K.A. OCEAN TAT LET ST. LUC�� COUNTY, 1 1'L•` - `PLA 1 -0- SCOLY B. MCGUll'C, P.E. . Reg No: 39573 FlI D8V1C1 S. Knight, P.E. Fl. Reg No: 41060 '+ I I -' RE SUBMITTAL SET 1 - 1 6 12 MJM SCALE LE AS NOTED -__. '--i t I ` - MARK REVISION DATE BY DATE 3 21 05 / / E E 0 0 E BUILDING CALCULATIONS CONSTRUCTION NOTES LINETYPE & HATCH LEGEND FORMULAE FOR MINIMUM SPACING BETWEEN BUILD14NGS 1. BETWEEN BUILDINGS SOUTH BUILDING FDOT TYPE'C'INLET CONCRETE STEPS - TYPICAL EXIST PROPOSED R/W LINEIIII II AND PROPERTY LINES per LDC SECTION 7.04.03 D (43.50 + 43.50 + 2(34 + 34)j/ 4 SOUTH PROPERTY LINE ❑ HANDICAP ACCESSIBLE PARKING STALL CONCRETE TRANSFORMER PAD PROJECT BOUNDARY 1. BETWEEN BUILDINGS D 55.75 FT REQUIRED, Minimum D = {1 10.89'+ 2(34.0)}/4 IIIII MODIFIED MIAMI CURB INLET HANDICAP PARKING SIGNAGE per details The formula regulating the required minimum distance between two (2) D 56.66 FT PROVIDED D = 44.72 FT required TYPICAL 10'WIDE❑ PARKING STALL ❑HANDICAP ACCESS AISLE R/W CENTERLINE D = 45.00 FT provided -CQCL COASTAL CONSIRTUCTION CONTROL LINE buildings (referred to as Building A and Building B) is as follows: 2. BETWEEN BUILDING AND PROPERTY LINES M TYPICAL CULVERT HEADWALL (M.E.S.) R1-1 STOP SIGN NORTH BUILDING (BUILDING A) WEST PROPERTY LINE (AlA FRONTAGE)I III D + LB + 2(HA + HB)j/ 4 NORTH PROPERTY LINE [fl MODIFIED MIAMI CURB 24" SOLID WHITE STOP BAR CONCRETE/MASONRY SITE/RETAINING WALL :II III D ❑=j155'+2(34.0))/4 ❑ III 2. BETWEEN BUILDING AND PROPERTY LINE D =f99.79'+2(34.0)} A D =155.75 FT required El FDOT TYPE'D'CURB ❑EMERGENCY ACCESS GATE PAVED VEHICLE USE AREAS IIII The formula regulating the required minimum distance between a D = 41.95 FT required D =155.75 FT provided 1fl WHEEL STOP -TYPICAL ❑5' MASONRY SITE WALL CONCRETE PARKING GARAGE building (referred to as Building A) and a property line is as follows: D = 42,00 FT provided 9 12" CONCRETE RIBBON CURB ❑ LIFT STATIOkENCLOSUE (FENCE) D = {LPL + 2(HA)}/4 WEST PROPERTY LINE (AIA FRONTAGE) 1q EXISTING LIFT STATION 25 ENVIRONMANTAL PRESERVATION SIGNAGE z PERVIOUS VEHICLE USE AREAS (STABILIZED GRASS) WHERE: GRAPHIC SCALE D =j121'+2(34.0))/4 EXISTING FIRE HYDRANT ASSEMBLY [26] CONCRETE/MASONRY RETAINING WALL LA=PROJECTIONof A onto 8 = 42.12 D = 47,25 FT required 12 4" FIRE SERVICE BFP ASSEMBLY 27 6" SOLID WHITE STRIPE LB = PROJECTION of B onto A = 42.12 D 47.25 FT provided CONCRETE PEDESTRIAN WALK 30 0 30 60 9C 13 ❑4" DOMESTIC WATER METER & BFP ASSEMBLY ❑THERMO PLASTIC WHITE ARROW CONSTR. ON HA = HEIGHT of A = 34.0 SITE SCALE.• (I Inch 30 Feet) HB = HEIGHT of B = 34.0 ADJACENT PROPERTY EXISTING SANITARY SEWER MANHOLE EXISITNG INLET - CONTROL STRUCTURE LPL = PROJECTION of BUILDING onto PROPERTY LINE ZONING: CPUB (CONSERVATION) 5'CONCRETE PEDESTRIAN WALK - TYPICAL ❑THERMO PLASTIC WHITE ARROW CONSTR. ON SITE EXISTING USE: GOV. (VACANT) PAVED VEHICLE USE AREAS C. LO NO $eb I PAVER BRICK PARKING & DRIVE .7 " ,WCULATinIN SYSTEM -Ny k ON , LIBLIC FACILITIES Aj N N QUE LAND FEATURES 0 is -Y 0 rz CD MAJOR ADJUSTMENT �y 'P' nO R X-Ift 3LL3�10NOO ]CIM iOOJ-,,9 ONUSIX3 .9Aj 41 %'T Y A a) DMS co to MINOR SITE PLAN co THE CBRA ZONE DESIGNAT ON .�y 16 P.,_ N 41 &V pp r 4 953b "y CS NOTABLE CHANGES I /-U p M1 -16 V: C.) 1N3V43AVd JO 390 DNLLSIX3 'y los eb NUMBER OF DWELLING UNITS HAS INCREASED FROM 15 TO I I• -.09 -<> () *y (3 E S'A r��. 1, A 21. THIS HAS NOT ALTERED THE ACTUAL OR VIRTUAL 05 EMERGtNC E.X AM 0' AIL- Y �ITONLY_ 10� &T FOOTPRINTS (SIZE) OF THE STRUCTURES. J, -NY/ I I � I 1 11 - Z_ 30 A; EMERGENCY EXITPNt I— , " I 1 1, T,7 _Aj 2. POSITIONS OF THE TWO STRUCUTRES HAVE BEEN ALTERED No .4 C2 SLIGHTLY TO MEET THE BUILDING SEPARATION AND SETBACK 'y _0 REQUIREMENTS. AGAIN, THE FOOTPRINTS (SIZE) OF THE NO n 4T STRUCTURES HAVE NOT BEEN ALTERED. F21Q AA 1,9180.cz S *N, N, -Y 3. THE TWO STRUCTURES HAVE BEEN REDESIGNED (REFER TO 0.996 iN3V0AV.1 :10 3SC13 ONUSIX3 27 J.NEIr43AVd JO 30133 ONQi�l 3. IOL*Lzg N 5 ARCHITECTURAL DRAWINGS). THIS HAS ALLOWED S 0 RAIN $112zz S IUMS- --- g THE FLOOR ELEVATIONS WHILE MEETING HEIGHT REQUIREMENTS. THIS HAS RESULTED IN CHANGES TO THE GRADING AND 5 5 M.61 Q 5 DRAINAGE, WHICH HAVE IMPROVED STORAGE AND FLOOD 4b --tsir -31 PROTECTION WHILE MAINTAINING THE ORIGINAL CONCEPT. 0 23 M 22 23 F2 F291 .1Lr"9Ck_\ 22 6 -91 IN #4)y *A ............... . .... S 412. -.4 _A COMM N AREA NOTES -4 IN Jii� V4 0 'e IV V 1. EVERYTHING EXTERIOR TO THE UNITS IS 'COMMON ELEMENTS' ,Z9*t26 OR 'LIMITED COMMON ELEMENTS'. .5 28 o 3NOZ (7007:j PLEASE REFER TO THE DECLARATION FOR THE DEFINITIONS 9070 t �y r�3 t AND DESCRIPTIONS OF THE COMMON ELEMENTS AND 9 �zot t-(5v 3NOZ0007=1 I LIMITED COMMON ELEMENTS. 6, d T Am" : �1-20-- -',77y 747 11Y I I I I 7 4. COMMON.ELEMENTS ARE DEPICTED ON THE SITE PLAIN AS CE po. 0 H 3 'LIMITED COMMON ELEMENTS' ARE DEPICTED ON THE SITE PLAN 4 AS 'LCE'. 0 ue. 11 CC c .0 ccc CCCI 0 t-OV. 3NOZ C100'7-4 Q GENERAL NOTES ---------------- wcok___� W21 A .zw -_?f M; 4F Nv rZ7 J L _L .5 ROPE & BOLLARD 1. ANY EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH THE APPROVED �y .0 /PWT01E FENCE SEA TURTLE PROTECTION PLAN. co Y 2. ALL FILL BROUGHT TO THE SITE SHALL BE OF SIMILAR GRAIN SIZE AND 0 25 Jt '6 COLOR TO THAT WHICH NATURALLY EXISTS AT THE SITE. 25 \FOPE & BOLLARD 63 1 F RES 3. FILL SHALL BE BROUGHT IN IN LIFTS NOT EXCEEDING 1.0 FEET AND le SHALL BE COMPACTED BY MECHANICAL MEANS TO ACHIEVE 98% MAX. 3NOZ aoo7 & DUN )CRO SOVER -4 _k DRY DENSITY. T THE BEACHSd 4. COMPACTION TESTS SHALL BE PERFORMED PRIOR TO THE PLACEMENT ISO C) n a-S3dVNOV3S S ANY CONCRETE. S3 3AW 3NOZ (7_ 07:j OF 1/7 N C,/ E S S3dVNov3s 9V3S 0 rj S384,60,os S3dV80V3S 5. ALL ELEVATIONS ARE REFERENCED TO NAVD 88. ifk y d 91 6 6. NATURAL VEGETATION DAMAGED OR REMOVED DURING CONSTRUCTION _cj CV 00 to SHALL BE RELOCATED OR REPLACED WITH SIMILAR VEGETATION. 4 S, 7. GARBAGE COLLECTION AREA WILL BE WITHIN THE BUILDING AREA. EGA- C) (9 -go- " 3Nna -1ONJ -40 301 Aj 'N% 00 dWoONVI 31VV4IXO8ddV,,o0 ib i 1 10 0 A) N C4Gi, SV 3SSVN0 3Nna 314no IVINONA AD 301 S.LVo V3S OHVMONYI 3.LVNIXO8ddV 4-STORY MASONRY ti 4-STORY MASONR MULTI -FAMILY CONDO 7 ONO MULTI -FAMILY .CONDO •+35-9'(53.4'NA.VD.) , ALLOWED ROOF HEIGHT \jeG (7-UNITS) �y _MAXROOF MAN tURIFRC MA N +40'-W (52.4' N-A V.D )___ _7 (12-UN FLAT ROOF SLAB MAIN SURFACE -- ------- - 4EG • \ICG - VEG VEG,L F7 ITS VEG FG T, VEG r VEG - 0 VEG----,----VEG '-f, 7 A0 VE:G -----VEG--- NO111303A 0NU.SIX3 AD 3Nn(7 GNVS Siffin C18VMV3S �7 h isHO V30 SLOZ/ O/L 6Z67 13ADN VL jO 9961, aAVN L9'9MHSA0 3NII N31VM HDIH IVNO S O,/6D/, 0 6Z6 I OADN L6'9 R96 I, DAVIN L**9 3NI-I N31VM HDIH IVNOSV3S 9E. 1.0. S A Sif &.rW^_M 9 t (jr JY �'r I -re'l-9 00 o A �1141 A A! �j 88 ALL ELEVATIONS DEPICTED HEREON jfi9z.6t1rz S Cb 00 -1 0 Cj V 6 0 NORTH ELEVATION BUILDING HEIGHT ANALYSIS SCALE: I"= 101 MAX BUILDING HEIGHT MEASURED FROM FDEP REQUIRED FINISHED FLOOR (EL 16.4 LOWEST SUPPORTING CT., - . 11 1. A. 1.1.II— Planning& Developmerl Services JUN 212018 REFERENCE NAVD 1988 EL1i.4)i6_T6P­0'_F N­R_0_0_F'S'_U_R'F­A­C'_E -(F'0`R­F"L'A' T`,R­0­0,FS)' RECEIV VC VE "D REVISED PER COMMENTS & CHANGES -MAJOR ADJUSTMENT to a MINOR SITE PLAN - APPROVAL PLANS 06-20-18 PIMP 04-032 BASE FINAL/SITE 1E DRAWINGS ARE THE PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR WHiCH THEY ARE MADE IS EXECUTED OR NOT. COPY OR USE FOR OTHER PROJECTS IS PERMIT[ED ONLY BY THE CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTED PURSUANT TO THE COPYRIGHT LAWS. 11 -4 1 1 KNIGHT, McGUIRE &ASSOCIATES, INC. 1 1 CONStJLTING ENGINEERS AND PLANNERS i i 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 560-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightmcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 CRISTELLF CAY CONDOS F.K.A. OCEAN PALMS CONDOS ST. LUCIE COUNTY, FL. - SITE PLAN - 7, DATE: Scott B. McGuire, P.E. I Fl. Reg No. 39573 DATE.PROJECT David S. Knight, P.E. Fl. Reg No. 41060 NO. 17-085 N - COMPLETE SET REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to o MINOR SITE PLA KMS 04-30-18 PMP DESIGNED DSK REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN 02-21-18 PMP DRAWN PMP SHEET REVISED PER FIDEP & FOOT COMMENTS AND PERMITS. REVISED PER UPDATED SURVEY DATED 11/21/14 �7/16/14 GRIN CHECKED DSK !VE 0 --- E a RE SUBMITTAL SET ill-6-12 MJM SCALE AS NOTED 0 MARK REVISION Y IDATE 02-05-2018 1 I I I Od 51J5'. -- ------ /---------L- - - - - - - - - - - - - - - - - ------ /.. dL 380- �I�vM 33V�- �-O 4-9. QNISIX 1N '- - -ESSSTABILIZED GRASS AY TWO - - - LIMITS OF CLEAR SIGHT LIMITS OF CLEAR SIGHT -IV MITERED ENDS PER FDOT NDEX-,^ - STABILIZED GRASS DRIVEWAY V// EXCEED DESIGN SPEED EXCEED DESIGN SPEED •�° 273 AND 66 LF OF 14"x23" ERCP. REQUIREMENTS OF555' -- REQUIREMENTS OF 555' �. '1NV=&8D NAVDc - - ATE 9Ap A"1`A - - INDEX AND 72 LF f>F - _ , , 14"X23 INV�6.50 NAVD'---- _ - ` ER P. (�- �/ LANDSCAPE' IN t0' STRIP PER`FOOT � 14.5''➢RIVER'S 4�) � � " 5 E IN�. O:` IF, PER �F170T S3➢� V MI g NOI1 $ .LillEYE SETBACK _ _ 77 1N3w3AVd: d0 390 0NUSIX3 IN3 11l d0 300 ONUSIX3 0 A o A - - - _E) ,. BAHIA SOD _ ._-,-ONFS_ _. - - - - - BAHIA SOD i- - BAHIA SOD v - `7/7, ,w "'.<.a`�'1, •+h1 c. ti'', ` �\ / �d',p � ,, .': ;.,-_..-- -.- -.--_ .. '. ;� x> <a�,�au. r ...h „�>....' K,✓, � l , I<,.v. � �, . , y --- ,', '., ,. -, � ,, ., N=�a "� iz , , • ` O OCEAN PAL S DRIVE GROUND COVER NI"213 S AlIAtl21U JAd 9 9NUSIX3 see material list O , VEGETATIVE SCREEN TO HIDE p BACKFLOW PREVENTOR GROUND C EF$$!! \S' material It VEGETATIVE BACKFLOW PREV'EMOR HIDE w ( t , GROUND COVER .; ^ 41 UN GR t a e ert I Itet i -b`V mJh P Ov a oa ',.X o0 3NOZO7q Vw . _arm y • „6'OIY 3N07 0007 Amu ../ �`/ �. h _ ,� '9 • .ONO U / DRY a+ t a \ LANDs PE 'f /l i / • o M.,bS,61.68 Per H J DETENTI4 POOL DECK LAN E / .. �� x.x* ;.Y ," �4c�`',hg'•'(j ,+• 3 Pe H CCCL, I I II III CCC' L cccL �/ > � r �y--.`' :zn,'./a . ✓,.,, _ ......_-_ :-, 1t ,r I SYMBOL &HATCH LEGEND MERGENCY BEACHRY p,i, DETENTION E OURISHMENT PATH MN60 Z£LZ N CCto F REQUIRED DENOTES PROPOSED ASPHALT CCCL - ,_ _ _ .,::.., sus > � \� __ r`> - " V � : �, __. - .- DENOTES PROPOSED BRICK PAVERS O IIIIIIII�I IIIIIIIIIIIIIIIIill,I� r Z 0/ ....-..- a a.i ., Nol., 3N0 07� CCcCMgl,. ia--,,pq ri a DENOTES PROPOSED STABILIZED .GRASS � row'?, I III III I IIII11�IIII. � IIIIII 1I I II I __S-- ._- COOaNS-...S-R_-IV_GAT."-I.Q--:N'-.- -�md : ------- --INFORMATION NEFAO:.RTMU�ART.T..ILOEN. ,< FEN k-__... ..__N.. yi PROPERTY LINE CONSERVATION_-6.,_ -ECONSERVATIO SI SIGN - "AREA -SIGN AREASIGN PE &BOLLARD 3� 5' CONCRETE BLOCK WALL PRIES v rri NZ>ob:,3NOZ®007d ®❑ TYPE 'C' DRAINAGE STRUCTURE �I6.,dI��IIII�I & DUNECROSSOVER .9L 3A_ 3NOZ QO S3dV2f0V3S TO THE BEACH 07d dSO�s r'"' ,\. S3dV210V3S � ` � OV3S S�b230V3S O CATCH BASIN (CURB) I . / GRAPHIC SCALE 53a 0 �• , S3cIV80V3s T RR �7T ITT\�1T1I�1(1f TH�11�\ITT `\'`-..`� ' ` ` MA <' iL Ai✓ V <J I.J 1 1r1E1 \ 1 OS .SEWER MANHOLE 30 0 30 60 90 /y �n `_:. , oeeeeee met do ;. `_ .-. 0�7n --._. ._,�. MINOR ® PRIVATE LIFE STATION SCALE (i loch = 30 Feet) �, (9 -50-L) ®= -.. 53 '03n -- �3n _..._ �3n - 3A- 3n to SITE PLAN 3Nna 7V1NONJ d0 301 Uyn n ...- --.- -ln 03n 1 1 1 1JA� 00 aNVI 31tlwIX0addb' NOTABLE D CHANGES .Ct7�� `0 _ `O�n NO ABLE 1.i11ANGES CABBAGE PALM (TRIPLE) �54 \_�S9S VNE) Vasa {BlOZ-90-L) �NDa lvlNoa3 30 301 1 • NUMBER OF DWELLING UNITS HAS INCREASED FROM 15 TO 21. THIS HAS NOT ALTERED THE ACTUAL OR VIRTUAL iD ,p eFroMaNvt 31vwlxoaddv4-STORY MASONRY Cb FOOTPRINTS (SIZE) OF THE STRUCTURES. N 4-STORY MASONR 4 2. POSITIONS OF THE TWO STRIUCUTRES HAVE BEEN ALTERED MULTI -FAMILY CONDO .�/ *4 SLIGHTLY TO MEET THE BUILDING SEPARATION AND SETBACK W ROYAL PALM MULTI -FAMILY CONDO ti (0 REQUIREMENTS, AGAIN, THE FOOTPRINTS (SIZE) OF THE o' (9-UNITS)V STRUCTURES HAVE NOT BEEN ALTERED. FG' FCC (12-UNITS) 14 3. THE TWO STRUCTURES HAVE BEEN REDESIGNED (REFER TO vEG --- vFG` ARCHITECTURAL DRAWINGS). THIS HAS ALLOWED US TO RAISE �. ---- ` ._: VEG. _____ VEG - VEG --IVEGvEG -- ': _,_ ;,`y THE FLOOR ELEVATIONS WHILE MEETING HEIGHT REQUIREMENTS. VEG s THIS HAS RESULTED IN CHANGES TO THE GRADING AND VEG__ w DRAINAGE, WHICH HAVE IMPROVED STORAGE AND FLOOD SEAGRAPE' (TREE FORM) VEG - PROTECTION WHILE MAINTAINING THE ORIGINAL CONCEPT. AHIS- NOLLV 303A ALTERNATES: „- GEIGER TREE MHS .1ti;^ H`71Y38 DNU.SIX3 d0 3Nn(7 LIGNUM VITAE s V,Hs Hs aNdS silwn aavMV3s I4OV .99 0 o� sNb a s' BLOZ/ 0/t S.' '$. B961 -0AVN L9'9 s M S m. N o ° 2 .o GUMBO LIMBO .MNS 0GENERAL NOTES r 3NIl ?J31VM HOW T1N0 S s 1. ALL APPLICABLE PERMITS WILL BE REQUIRED PRIOR N TO ANY CONSTRUCTION $ 9lOZ/60/t z 2. PROPERTY LIES WITHIN COBRA ZONE FEDERALLY CORDGRASS AND ALTERNATES` 6Z61. aADN t6'9 DI N BACKED FLOOD INSURANCE IS NOT AVAILABLE ea La. SINGLE SHARED DUNE WALKOVER 3NIl 2131VM HDIH IVNOSV3S 34. ALL LIGHTING FOR THIS SITE SHALL BE IN COMPLIANCE SEAGRAPE (HEDGE HEIGHT) WITH ST. LUCIE COUNTY & FDEP REQUIREMENTS 'SO FOR SEA TURTLE PROTECTION SEE FDEP SITE PLAN ..9�.`Q,` 35. ANY TURTLES WITHIN CONSTRUCTION AREA WILL BE 0 BUTTON -SAGE & ALTERNATIVES - Z S '$� �L .P'L L8 .ZV LP RELOCATED ON SITE IN ACCORDANCE WITH FFWC. �/3 "�Z.sLoLZ .S \ 3 ••9L.�5 LZ S 3 009ZIP119 S SEE LANDSCAPE PLAN 3 ..9Z.sLoEZ S3 CONTINUOUS HEDGE 6. ALL FUTURE CONSTRUCTION ON PROPERTY SHALL SEATURTTLEO PLUCIE ROTECTIONGUIDELINES& EQUI EMENTS �Bp J xV �f WILD LIME PI8f1Ii1C1 &Dee"ServicesCs C11PB r o $�+Q •o JUN 2 12018 PLANT MATERIAL LIST ����� QUANTITY BOTANICAL NAME COMMON NAME CALIPER CONT. SI�E SPACING MIN. HEIGHT NOTES. TREES & UNDERSTORY *SEE PLANTING DETAIL FOR TREES 78 Sabal palmetto. : CABBAGE: PALM - 2"; CAL - AS SHOWN VARIES MIN. PLANT' CLUSTERS OF 3 6 Roystonia elato ROYAL PALM 14" CAL AS SHOWN 16, SPECIMEN:. 4 Bursera simaruba GUMBO LIMBO 3" :CAL AS SHOWN 12' - SPECIMEN TBD, Cordia sebesteno GEIGER TREE 3" CAL AS SHOWN 12' ALTERNATIVE TREE 7 Coccoloba uvifera SEAGRAPE 3" CAL AS SHOWN 12' TREE HEIGHT 2 Zonthoxylem fagara WILD: LIME -2" CAL AS SHOWN 12' SPECIMEN HEDGES & SHRUBS 100t Ilex. vomitoria YOUPON HOLLY 3 GAL 3' : 24" -CONTINUOUS HEDGE 30t Coccoloba uvifera SEAGRAPE 5 GAL 6' 30, SHRUB HEIGHT GROUNDCOVER 130f Spartina alterniffora and alternates CORDGRASS AND ALTERNATES 2'GAL. 4' - 36". AS INDICATED 90t Lantana involucrate BUTTON -SAGE 2. GAL 3' 36". AS INDICATED :. TBD Cup hea h sso ifolia p y p FALSE - 2 GAL 2' 36" 'A S NECESSARY A TBD Thelypteris kunthii SOUTHERN SHIELD FERN 2 GAL 2'. 18" AS NECESSARY 3 Z� a Cb 3oc�� I � )" " 1` ., ba i `N CANOPY TREE COMPOSITION ALL ELEVATIONS DEPICTED HEREONPROBABLE SLASH PINE *1 LAURAL OAK *1 GUMBO LIMBO *1 pQ REFERENCE NAVD 190(J PIpGEON PLUM SYCAMORE GEIGER TREE TOP DOWN LIGHT FIXTURES NATIVE PALM TREES *1 DAHOON HOLLY *1 LIGNUM VITAE TO SHINE ON IDENTIFICATION SIGNAGE LIVE OAK- *1 CYPRESS WILD LIME LANDSCAPE NOTES PROBABLE UND RSTO Y ABLE E R � PROBABLE 77 EDGE'SHRU I 1< LANDSCAPE PLAN MAY BE REVISED WITH APPROVAL OF ST. LUCIE COUNTY PLANNING: DEPARTMENT:. 11� 2. AUTOMATIC IRRIGATION SYSTEM (COUNTY WATER AS SOURCE). WAX MYRTLE *1 WAX MYRTLE *1 SILVER':BUTTONWO( 3. ALL PLANT MATERIAL FLORIDA N0: 1, GRADE ALL PLANT MATERIALS SHALL RECEIVE A MINIMUM CRAPE MYRTLE SEA GRAPE 1 D T �+ C"ISTELT E SAY LOW LYING LANDSCAPE THREE INCHES 3' OF NON -CYPRESS MULCH: ( ) OLEANDER VIBURNUM OLEANDER PLANTS 4. IRRIGATI N S PROPOSED FOR ALL LANDSC 0 I APE AND GREEN AREAS, IRRIGATION PLANS AND BOTTLE BRUSH CHINESE JUNIPER: *1 YAUPON HOLLY *1 CONDOMINIUMS SPECIFICATIONS TO BE 'DETERMINED BY LANDSCAPE CONTRACTOR. o 5. LANDSCAPING SHALL BE DESIGNED SO THAT IT ND GAPING WILL NOT INTERFERE WITH THE FUNCTION OF UTILITY 1 THESE PLANTS ARE NATIVE TO FLORIDA. to EASEMENTS. 6. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE CROWN SPREAD GREATER THAN FIFTEEN FEET IN DIAMETER. 7. CABBAGE (SABEL) PALMS SHALL BE CONSIDERED 1/3 OF A TREE AND, IF USED, THEY SHALL CONSIST TREE CALCULATIONSc OF NO MORE THAN FIFTY PERCENT OF THE TOTAL NEW TREE REQUIREMENT. ADDITIONALLY, 3 CABBAGE BABEL PALMS - 1 CANOPY TREE ( ) PARKING ISLAND - 1 TREE PER PARKING ISLAND X 10 ISLANDS = 10 TREES ^ I ', ; 8. TREE SPECIES SHALL BE A MINIMUM OF TWELVE FEET OVERALL IN HEIGHT AND: TWO AND ONE HALF ( EACH. PARKING`AREA SHALL BE FLANKED BY"A PARKING ISLAND ) INCH CALIPER AT FOUR AND ONE HALF FEET ABOVE THE GROUND WHEN 'INSTALLED. . :_ 10FOOT LANDSCAPE BUFFER - 1TREE X_30 L.F 0 120 L.F.LF.4'TREES 9. HEDGES, WHERE REQUIRED, SHALL BE PLANTED AND MAINTAINED SO AS TO FORM AN UNBROKEN, SOLID (ALONG NORTH AND SOUTH PROPERTY LINES) -'. VISUAL SCREEN WITHIN EIGHTEEN MONTHS AFTER PLANTING. VEHICULAR USE AREA - 1 S.F. PER'18 S.F. ® 13,964 S.F = 776 S.F. , SITE WALL ELEVATION " 10. THE PRESERVATION OF EXISTING NATIVE VEGETATION SHALL BE REQUIRED WHERE THE LOCATION OF SAID '1 TREE PER 180 S.F ® 776 = 4 TREES VEGETATION IS NOT IN CONFLICT WITH PROPOSED. BUfLDING/PARKING: AREAS. 11.ALL SOD SHALL BE OF NATIVE COASTAL VARIETY. TOTAL_ OF 18 TREES 12. HEDGES WILL BE A MINIMUM 24 INCHS IN HEIGHT AT TIME OF PLANTING ALONG THE ROAD RIGHT OF NIMUM 4`FT. IN HEIGHT AT TIME 0 WAY AND AM I F PLANTING ALONG THE NORTHERN PROPERTY BOUNDARY 'WHERE VEHICULAR USE AREA IS NOT SCREENED FROM THE ADJACENT PROPERTY. * SOME TREES DESIGNATED FOR PARKING ISLANDS HAVE REVISED PER COMMENTS &CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN'-: APPROVAL pLANSSET 06-20-18 PMP BEEN PLANTED IN MORE APPROPRIATE AREAS. THE DRAWINGS ARE THE REVISED PER COMMENTS h CHANGES MAJOR ADJUSTMENT to a MINOR SITE PLAN COMPLETE PLANS SET 6 PMP PROPERTY OF THE .. ENGINEER. WHETHER THE _.._ _..:L' F DATE. DATE.. PROJECTNO. _ - - ' PMP _:..._..-�..�._ _.� _I KNIGHT, � _ d REVISED PER COMMENTS &CHANGES MAJOR ADJUSTMENT to a MINOR SITE P 02 21 18 DESIGNED TM PROJECT FOR WHICH THEY v11 }} �',.. McGUIRE & ASSOCIATES,. INC. �r'+� CAY CONDOS �' ,7 D65 E LAN ARE. MADE IS EXECUTED. OR 1 I _,�.. CRISTELf� I o C OTHER R EC USE'FOR 7 16 14 GRIN DRAWN G RENSED PER FDEP & FDOT COMMENTS AND PERMITS. REVISED PER � 14 / / TM CAH MJM -.,:. � �I co ER uaonrED SURVEY DATED a/�/ / / OTHER PROJECTS as _: x _ C©N�ULTING ENGINEERS. AND PLANNERS PALMS T�/'� SHEET c . - '_ PERMITTED' ONLY Y . EVE O E G ,.. pp .'PALMS CONDOS ' . LANDSCAPE N RE-SummAL SET. it 6 12 MJM CHECKED:. .DISK L B .._�.._. _._.-.. __ F.K.A.K. OCEL�}'1 LAN1JilCAPE PLAN WRITTEN CONTRACT WITH I I I* 80;ROY�; PALM POINTE, SUITE. 401 VERO BEACH, FL 32960 r.I THE.. , - ADDED ENGINEER. S _� CLEAR SIGHT & CLEAR ZONED I : 4 28 05 TM PHONE:' _ _E-MAIL: DESIGN CRITERIA PER FDOT SCALE �. 772 � / / AS NOTED _( ) �9 5505 FAX.. 772. 569 1455 ECrv11 Km htMcGuue.co }�1 UNAUTHORIZED USE WILL. - , ( ) g ITl ST.'. LUCIE COUNTY, . V S. Knight, 0 BE PRasecu P I .- :-11 Scott B. McGuire, P.E. David g , MARK REVISION DATE BY DATE 3 21 O5 ,. , -� CERTIFICATE , / / o HE COPYRIGHT uws. RTIFICATE OF AUTHORIZATFON NUMBER 00006335 FL Reg No. 39573 Fl. Reg No. 41060 f III ,'I GENERAL UTILITY NOTES SEPARATION & COVERAGE NOTES LINETYPE LEGEND SYMBOL LEGEND - 10 Itgil barriers .etc.. will be used in lace, in EXIST/PROPOSED R/W LINE II t. Hay. bales, slit fences, turbidity P „18 .MINIMUM VERTICLE CLEARANCE BETWEEN WATER MAIN. (INCLUDING WATER SERVICE. II ( .D.O.T. details and the Florida development manuol, - 5' CONCRETE BLOCK WALL II accordance. with F.D.O.T. P LATERALS), FORCE MAIN, GRAVITY SEWER MAIN (INCLUDING SEWER SERVICE �� PROJECT BOUNDARY' Illf ("A. Guide. to Sound Land and Water. Management" as published by: F.D.E.P.). IfIIIIIIII III LATERALS),AND DRAINAGE PIPE CROSSINGS �IIII�IIIfIH I 2. Bends 'Dints in water main are shown graphically, installation shall : - R/W .CENTERLINE � TYPE 'C'. `DRAINAGE STRUCTURE O Illllli.. /l .. conform to AWWA & SLC Utility standards for min. radii & 10 MINIMUM HORIZONTAL SEPERATION BETWEEN: WATER MAIN, —CCCL COASTAL CONSRTUCTION CONTROL LINE. joint deflection. FORCE MAIN, AND GRAVITY SEWER IIIII IIIIIIIII' f III o o FENCING : CATCH .BASIN (CURB) I I 3. Contractor shall review design and, bring toattention of owner & I engineer any :potential cost savings, conflicts or discrepancies In 36„ MINIMUM GROUND COVER OVER WATER MAIN, FORCE MAIN, AND SEWER MANHOLE plans prior to final contract for. construction. GRAVITY SEWER DRAINAGE PIPE �$ . Illfffl Ilri: IIIIIIII 4. Contractor shall insure adequate separation horizontally and vertically : ® PRIVATE LIFT STATION as necessary for FDEP & SLC specifications (including services). 18 MINIMUM GROUND COVER OVER DRAINAGE PIPES SAN GRAVITY SEWER (existing) As-builts shall indicate separation distancesat all main & service z-ings. WHERE POTABLE WATER AND SANITARY SEWER MAINS CROSS WITH LESS THAN EIGHTEEN EWM WATER MAIN (existing) MITERED END 5. Non -Potable Irrigation system shall maintain specified separations where (18) INCHES OF VERTICLE CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER ura ELECTRICAL SERVICELINE GRAPHIC .SCALE : required. MAIN, THE SEWER MAIN SHALL BE ENCASED WITH CONCRETE OR ENCLOSED IN WATER � FIRE HYDRANT TIGHT CARRIER PIPE OR UP GRADED TO DUCTILE IRON PIPE OR PRESSURE RATED PVC PIPE 6. Contractor shall coordinate. w/ owner & SLC Utilities for FPL ELECTRICAL (FPL feed) 30 0 30 60 90 (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) FOR A MINIMUM LENGTH OF TWENTY installation of water meters for all units. TRANSFORMER (20) FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPERATION � SCALE. (1 /rich' = 30 Feet) 7. Contractor shallbe responsible for anti floatation measures as OF TEN (10) FEET (EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWER MAINS a necessary for all pipe installations, SHALL BE MAINTAINED WHEN AT ALL POSSIBLE. WHEN THE TEN (10) FOOT HORIZONTAL SEPERATION CANNOT BE MAINTAINED THE WATER MAIN' SHALL BE INSTALLED IN A SEPERATE EXISTING FPL POWER POLE x, 8. All stop signs, street signs and stop bars per FOOT specifications. TRENCH ' R IN AN UNDISTURBED EARTH SHELF AT LEAST EIGHTEEN 18 INCHES ABOVE THE, ) 9. All valves, clean -outs, meters, services, blow -offs, hydrants, light SEWER MAIN. ALTERNATIVELY THE SEWER MAIN SHALL BE ENCASED WITH CONCRETE OR EXISTING GATE 'VALVE- At poles, electric transformers, phone boxes, etc. ,shall be ENCLOSED IN A WATER TIGHT CARRIER PIPE, OR UPGRADED TO DUCTILE IRON PIPE OR located such that they are not in curbs, sidewalks, driveways, PRESSURE RATED PVC PIPE MEETING THE AWWA C-9000RC-905SPECIFICATION) AND ALL ELEVATIONS DEPICTED HEREON buildings or other inappropriate areas: PRESSURE TESTED. REFERENCE NAVD 1988 10. Contractor shall- grade to drain & sod all areas of right-of-way dnd any Y k transitional or landscape areas. 11. Contractors shall coordinate with developer &.'all utility providers for installation �yy % C of necessary conduit, and conflict. avoidance (is: FPL electric, SLC. water &: /!�.(D'Y -o �. sewer; Cable TV; Bell South Telephone, Street Lighting, .Irrigation, Security �Q h ,��. ( Systems, etc.) Q �O`. - - .� - - — — —. - — — - _ f Cs301M 100' § JN 1SIX3 , 31�1ONO0 12. Contractor :shall coordinate with developer & all utility .providers to. abandon �ti.:(i n r Di _emTin n+, fhn+..nre nnf.. heinn utili7ROI I _•Zl f1 F ._ ..81DMS --.-_ ...-.... -' _ - r` -_ 21.9MS -._- __— _.._ .... SERVICE LEGEND SINGLE SANITARY SERVICE 8 DOUBLE SANITARY SERVICE (8") _f' SINGLE WATER SERVICE 1 DOUBLE WATER SERVICE (1-1/2") IRRIGATION SERVICE 2" LUiN�i' RULIIUN 1NU'1L� e,Id V (SPEED LIMIT 45)' I " N011S 13I1 1 EXISTING FDOTTYPE CINLET-CONTROL a / r �w 2 EXISTING EXFILTRATIONTRENCH 11431043AHd 30 Sam aNLL51%3 I� 1N3W3AVd -JO 3003 ONUSID 3 y Z ❑ REPLACE w/ MODIFIED MIAMI CURB INLET PROPOSED MODIFIED MIAMI CURB INLET ��w, a3W802S 8� I T PROPOSED FDOT TYPE C' INLET �1 / 14 ONLLS 3 NIVW 3sn-3N OAd I I 1a EXTEND EXISTING SEWER SERVICE TO BUILDING ° M "r /•o z N a "4 ONIISIX3 6 CONTRACTOR TO COORDINATE LOCATION w/ • .Lf•g ARCHITECT & ENGINEER _ _ _ _ _ _ - - - 7 MODIFIED MIAMI CURB % j ® - - - - VS - - NVS NVs 2 ❑ �\ I ,. S NHS NHS NHS NtlS s, NHS NHS NVS NVS � S 1 ' 2 NNW ?13 S:.ALIAtl219 OAd ,8 ONIJSIX3 21 a 1 8 FDOTTYPE'D' CURB // f (/!; z ❑ `-) i/ 21 [�, f 10 21 I : 21 9 10 21 5 3 9 12" CONCRETE RIBBON CURB Q / i - of — — — — y _- — — ❑ T EXISTING 4 W.M. Wf 4 TAPPING n // I _ CONNECT O .eu , I � � -1 � FPL PL � P� 3 — PL 10 �T P I � � Q ❑ SLEEVE G.V. AND TEMPORARY JUMPER Q (0 3 ; .. O. ..X°. 3NOZ o0 1 PL .,.-----._---._...-.. _ i_. ._ ..-.-...._.- -.. ._....-..._ , ,.,,.. _._..- I,,,ry,: 1; o Dad 2 WATER METER FOR MULTI FAMILY BUILDING .-w F ,I,,,ii i 1.1 rQ. : _ -� ,.. 12 ...� =:r., li r r:v awe:; vwae. ❑ BACKFLOW PREVENTION PER SCL UTILITY 4 OI7 �. ; tiv3 ;^ a1 6 1 6 OV,° 3NOZ (7007-4 _- DEPARTMENT DETAILS & SPECIFICATIONS r*^ _,:�_. _.. _� �,—wa�:i_____..___ =t .._, i is, ,'X 4 FIRE SERVICE w/ FIRE DEPT. CONNECTION ,L2'Z � � DRY4oa--- 12 PER SCL UTILITY DEPARTMENT DETAILS M ti9,61.68 , DETENTION 19 I, ELECTRICAL IN METAL <----'.CCCL , / og4qb9?. f u ELE CAL M METAL I: 'r .......o CONDUs CTO ONIRACIIN c 13 EXISTING BLOW -OFF TO BE RELOCATED CCCL CCCL ccCL n` CON T P DRY l4'68S CCCL cca o _ q DETENTION / 1 14 RELOCATED BLOW -OFF / , ;, ccL ccCL cecL 9LTI t ❑ \ {, M"60,Z2AZ N ccCL— __ccCL p[ ry a %/ / III' 1f Q M" Z Nk - oo ccL ccCL O ,O C &" It cL cc c L _ i n - v - CCC ccc L 15 PROVIDE WATER SERVICE TO LIFT STATION \ C � `l 1� � , �— „ � L"Obi. � / _ ._. , vw33 {f aw.: 16 68 x82 CONCRETE TRANSFORMER PAD n _ _ - - ____. ___.___.-_ -- ca Old a ❑ Y Z Ob' _ i ..o m-j.�a..� e : i:. -_ ccCL "L*x OZ OO S - --- 1a e cC�1��____�1C L Op,. 3N FPL TRANSFORMER /� v _ T4.5- -_ -{� ':- i i L-_--_-_ - " L-----------I �_--------I',.,.----<'�=-'ie; '`" Z-O C` V _ -- - ----� L _ _ - . L _ ------ Z. 18 FPL CONDUIT O; cb W's Z Ot/ 19 ELECTRICAL SERVICE CONDUIT per BUILDER (b O O ' a, - i _- - O y� �O�a o sa n — n•.3 �o 20 FPL CONDUIT for LIFT STATION CONTROL PANEL CO O '� 'mow �' C� \ VW33 ❑21 EXISTING RE -USE SERVICE CONNECTION y` v /II�N S t"Od°3NOZ 0007d C a b s3dVaovas S,L �I n�nroz 0007d a O� 0 y s3dV85V3sQV3SsadHaDtl3s O Q C s3dtlasH3s 5• d � O O��CV Oi�l � O -... - pan o3F h (9 -go- L) - = 09 --- o3n 03A 03A A , ti O !� •7 3Nn0 1tl1NO2ii d0 301i cO3n ,......_ ONVT 31tlWIXONddV .«^ NOTE: y �u w (9LOZ-GO-1) y . S3SSVIIO 3Nna - 3Nnc 1V1N021i 30 301 1 EXISTING UTILITIES TO BE MODIFIED PER SLC '�+py � S"o v3s GbVMONY1 3iHWIXONddv pdaggir► UTILITY DEPARTMENT FOR MULTIFAMILY BUILDINGS �' N - yti �� Servicesr� m@nt N o 2. UTILITY EASEMENT SHALL BE PROVIDED VIA CONDOMINIUM v �(0 z jUN 2 12018 DOCUMENTS (BLANKET `EASEMENT FOR UTILITY U,, sFc = ` +0 oz�� INFRASTRUCTURE) _ v � G o VEG 'r VE RECEIVE b pA�� .. - VF 0VEG VEG ----_ VEG .........-- VEG - ;., VEG VEG a o a 3. ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER SLC - VEG .---:__ VEG_-v ti ~a • EG-:_...--- VEG UTILITY ;SPECIFICATIONS (TYP) 1 0 c ,.� r+s'r ;y�y,r NS �r,✓.." �'i.7 d38 NOL1H1303A O/2�y $ •«n a #""" - 'NiHS MHS ONIISIX3 30 3NR® O Y e nHs M s QNVS SlIWn ONVMa3s H�b'38�y�� MAJOR ADJUSTMENT 9LOZ/ O/L MNS ', HS ;u1NS. o p Oy��YC o �Oy y'� 6Z6L OAON C< M-Z _��� � to MINOR SITE PLAN 996L GAVN l9'g ^,;. q 11HS 3NI1 2131tlM H01H ltlNO S iLT_ W NOTABLE CHANGES 9LDZ/60/1 z tiers 1, NUMBER OF DWELLING UNITS HAS INCREASED FROM 15 TO 6Z6L OADN l6'9 21. THIS HAS NOT ALTERED THE ACTUAL OR VIRTUAL x 996L OAVN La'g FOOTPRINTS (SIZE) OF THE STRUCTURES. k 3NIl N31tlM HDIH 1VNOSV3S 2. POSITIONS OF THE TWO STRUCUTRES HAVE BEEN ALTERED ) 3 ..9SO Op�Z S SLIGHTLY TO MEET THE BUILDING SEPARATION AND SETBACK -- se-PL .PL•Lg .ZL L� �$ `9 REQUIREMENTS. AGAIN, BEEN FOOTPRINTS (SIZE) OF THE i "�Z•56o6Z S 3 •�9L'Y5 LZ S 3 ..9Z.ti�oSZ.�S 3 ..9Z.6`o�Z S 3. HESTRUTWO RSTRUCTURES ES HAVE THAVE NBEEN REDESIGNED (REFER TO ARCHITECTURAL DRAWINGS). THIS HAS ALLOWED US TO RAISE I; THE FLOOR ELEVATIONS WHILE MEETING HEIGHT REQUIREMENTS. THIS HAS RESULTED IN CHANGES TO THE GRADING AND hl 4 N oo a .oa �� PROTECTION WHILE MAINTAINING THE ORIGINAL CONCEPT. ggg ��z ':, 2�00�../ O�a o DRAINAGE, WHICH HAVE IMPROVED STORAGE AND FLOOD 11 REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN - APPROVAL- PLANS SET Ofi-20-18 PMP .. ',' o ' 6 DATE: PROJECT NO. w _ - PLANS SE 04-30-18 PMP 04-032 BASE FINAL/SITE PROPERTY DRAWINGS , ;.:..� { DATE. , REVISED PER COMMENTS CHANGES MAJOR ADJUSTMENT to a.MINOR SITE PLAN COMPLETE ! ENGINEER.. WHEMER THE ,KNIGHT' MCGUIRE & ASSOCIATES INC. fi 17-085 5i REVISED PER COMMENTS &CHANGES -MAJOR ADJUSTMENT to a:MINOR SITE PLAN 02-21-18 PMP DESIGNED DSK PROJECT FOR WHICH THEr CRISTEL E CAY CONDOS �. E ARE .MADE IS EXECUTED OR - i � � I , � � REVISED PER FDEP & FOOT COMMENTS AND PERMITS. REVISED PER UPDATED SURVEY DATED 11 4F 14 7/16/14 CRW DRAWN PMP NOT. COPY OR USE FOR -e-K �". - a. / OTHER PROJECTS IS. CONSULTING ENGINEERS AND PLANNERS SHEET F.K.A. OCEAN PALMS CONDOS CONCEPTUAL UTILITY PLAN 0, PERMITTED ONLY BY vE o Ea c PALM POIIVTE;' SUITE 401 VERO BEACH, FL 32960 I RE -SUBMITTAL SET 11-6-12 MJM. CHECKED DSK -._.. ; ; 80 ROYAL WRITTEN CONTRACT WITH , 3 THE ENGINEER. ,.;�� PHONE. 772 - - o A COMMENTS PER SLC COMPLIANCE DIVISION 5. 30 2007 719. 07 AS. SCALE AS NOTED '. �. ( ) �69 SSOS.::F .. E COUNTY FL. - ' / / / / UNAUTHORIZED USE SUL I FAX: (772) 569 1455 EMAIL. Ctv11@KOrghtMcGutre:com ST. LU� 1 Scott B. McGuire, P.E.PEDavid S. Knight; P.E. - BE PROSECUTED PURSUANT ` .'.. MARK DATE BY D 02-0 - _.. I ! .. C / REVISION ATE 5 2oi8 ro THE coarRlGHr wws i , i I i CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 , . Fl, Re No. 39573 F1'. Re No. 41060' g g na �, '77 o'��wr o0 GRAPHIC SCALE III, ,IIIL b 30 0 3Q so so�° +cS °W IIglllllll III �. �.: _ SCALE.• i. Inch 30Feet)G't 6�G'O IIII��III� �II��IIIIIII IIIII III � aY )F1VM 31380N00 301M lOW--9 ONUS{X3 r...p I III III Ilia II iI -. a,E,Ms - _ � .Y � III IIIII jfIII n o n II I II m a I o a= Phk r > mY, a o w� IIIIIIIIII o� m a k n S pa.,llllll \ 1y O -y L 1N3W3AVd 30 3003 ONIlSIX3 _.1 /� Y BYO x a a c - TRD �R Y 4cros �o o ; - - 'CONSTRUCT MAIN ACCESS ASPHALT. S' Y a ^ O \ TWO (2) MfT€RED ENDS PER F'DOT, . f;, . ;,, r s -.'lli W >C'S EN4S PER FQOT IND€ 273:AMD.. 4 V ` Y O , ,INDEX 3 RND' 55 LF bF:-: T D ::I- '. .. X 1i .,... , C _.. ,. ', :, LATE ROAIJ Ak_ A, r -.EG STABILYZED ORASS!rQkIVEWAY . ,, -a 1 Vx23 FRCP iNV-6.50..NA ,s , . LP OF, 14 z23 C >. N 5 k, k� > : .. , 0 ti , „., 'CTl TWO;.(2} MITERED .::ENDS PER ..M8.A2b3NA43T2t ,42f c'.:a.X37tH D.E. LF OE sEXISITNG TNG �+X1SI lE D:IMTJ �.T iEGp TING °G}i\ `��a'aO, y 0 _. y o 1N3W3AVddO 3903 ON IX3 '+- ''�. 1N3N3Atld30 3003 0NI151X3 _ Yr, Lb O.Qti �Q to }'...�. DN3 cJ_d a AO OC •p. e `J...I 3dld `JNIISIX3 �` 13 c9 O°.. a_ p-4 / �." : 6 13 H� ' W Ca w REMIBSId133716L: 6 13 6 ,� W W w z0 (10 NNIOPORATE EXISITNG I ,. A LT ,.� �.., ' N(Mka UVARTIPE W U-+ L>% e 0 t+�± Il ailt�L�RATIOM TRENCH w/ ' RE OVE EXIST.: ,-' D' d 16. .3. EJC.o NI 3NLET STRUCTURE 16.5 23 M.E.' ANDPIPE I Y'.':. `gY-qd' Q `� i zCn 9NSSX3 23 + 2 a..� k 16.5 23h O O m O ew m ow Lb"wLn REMOVE aBE _ ,, -•. T*.. -- - - zC,"- -:- t �w Q 3 `-,, --_- �.,, Z g W . ,,. „ .t" >i =t ., CS`:; O 3z w � � � to I- k, 3 .., t., ., S' a X Y a- _ ...:' ,.. -, yt .. ... , -. z v1 in � ♦ J O w a` x zy007g a g o vwae w x l Q9Y _ v.t zos y �k a 13s 20 OIY, 3NOZ C700id o. > ¢ ; 21.7 y.,' ... ,' ,`:, .. 1 W...p = y ` =_: .: ,. r .w .. Q :., It �i.:', T'I,I `.• _.- _. � O CD b� N -y :, f , T % _ , ♦ iRANSInoN To Y O10.97 11 .03' ^ 79A 135 2D-. .... � :• N 11.07' }�} L£'Z. � : / ' / I. r , I ®d : 20 ; v. :. 12 -- "�' ;:1.D-'- � .. ♦ 'RIBBGN CURB . /\ � Y : QD -�. - Mtr9,61.68..5:. DRY:. �,,.`'�. _..:: ........_. f DETENTION .. _ � yl I � I � / \ _ 18.0 MIN.'. CCCL CCCL CCCL CCCL , r I ��/� ,>`r 7O, y� g. '� �P 4. DRIVEWAY` WIDTH ,LV699 / 1 CCCL CC DRY ( O Y C Mqk 77 DRY % / 8.44 Z y 0 DETENTION 8.36' N %' .ly `. CL k) , �...-_ ....�/ ! �° ni ti PAVEMENT 6.5' k CC CCL CCCL \ nI E - . a ILLUSTRATIVE SECTION B-B fi _ --. a. _ -� C� CCCL iLti .,3N0ZC1007d O Y \ Z Z 06' ^ taG C�?L .6t „L 017 • /� --'-- 3- I. I +..�_.. ._. ::_ mvsa �. C N.T.S. t ,--' la.T �cw TS:D.. vvaad - 7� L - ... Z 0 �Pdt10o y� � --- /,, o ,_____,'. ---------- L___a----�. J-_-_-L .. __y_.�.�:_-k____LL =_ .} -16.5 ---- ._....,�. ROPE & ��OjjLL��RD '. Z Cb� vw a Z"OIY _: ___: > !V/\A R RVE`FENCE Q1 Y O +„ ENV R.FS .. ° O^ U OPE & BOLLARD rv�,--'- r �� ° a t � I V aY wa l „Z 04 , 3N®z vOQi� �C w > w t o m o .0 'I /\ �� : : & DUNE ROSSOVER _ ,SL ,Y n.,Nox aoo7� �. �a (� O S3dV219V3S , T THE .BEACH c� nz. as ° / �y S.. :: , o ,�: ?) s3dVa0v3s : r' • s3dVd9V3s : Y O O �� o n > �� S3d"DV3s N N 5 n ? <= 0 O o r , > > a C > ` a MIN. MIN. ¢ O O W <O \.. "_Q , S . , SOLID SOD IN ROW. °- 14.0' 14.0' o_ SOLID .SOD IN ROW \ q iS k -- OWN PAVEMENT PAVEMENT 1 �� __..-_-- e3A -- oPA ---A�n _ O ' e (9 $o t)., k a 9 _.. -> 6 2% 2% MITERED END 3Nna -IV.NOUA d0 301': ,,O u7 .> c.t ,. �3� :_ _ ,.__ 3P Jan �,... MITERED END 6% 6% g �� tD A �' 0 ONVI 3iVAIXO8ddV,w�"10 v9 ..--_.- 3A C �y4 1. 1 o 53 (SLOZ-$0-0 cY' - S% PROPOSED T PROPOSED Cl) . S3SSVND 3Nno .9 BOTTOM OF SWALE 6.5' 13' x 26" ELLIPTICAL PIPE -- BOTTOM OF SWALE 6.5' 7Q Ci • 3P SM b3S : llVM 1V1N.LVI d0.301 ♦ � OYIbMONVI 31VwIX0addV A- PARKING GARAGE k PARKING GARAGE ,� Qs ILLUSTRATIVE SECTION C-C ro 11 SPACES @ 1Oz18 9 SPACES @ I0x18 Cq N.T.S. i W (CONCRETE). `' zs (CONCRETE) vAr Nay WE.G ' -_- 0?J 4,:... �1 ��=�O,T .- iL. : 5 vE FG..,,.,, k ,v „ �� p '"z,�r 8" BLOCK/STUCCO: WALL VEG-.`...-..._ VEG- VEG -_ VEG -_-_. :. .VEG-_.__-_, VEG 10' 5' HIGH (PER SEC. CODE) _ CO - mEG ____ VEG - -� - y G ��0 ALL ELEVATIONS DEPICTED HEREON LANDSCAPE 16" COLUMN BLOCK PER L __.._ vTG-_.____ Wti^i^c�y � AREA PLAN LOCATION - vEG ._._.._._.,___.__ _. S O C N z w/ SUBDIVISION SIGNATURE a 1NHS ,HS HOV38 ,,; ,� I o �z �.... REFERENCE NAVD 1988 : o N011bJ3o3A �. A / O � �.. y � Y At Is v s Hs ONUS s11wn avMb3s 3Nl1O v"`' o ®o^ �� a m s} U s H, HOV.98 0 '' y i"��c o o o 9l OZ/ 0/L (,J 04 o N �tt���T p �0y wg N p 6Z6L OAON L L vim. l MNS H S .i" �..'i+Oi o ti', 20=J' �Y Z�: mW �� d 996L.. DAVN L9'9 tS `^.,,. ... _� N •tu t)C. ti C ^> 15 . No D_. 1D ' 3NIl 2131VM HDIH lbNO S. `y-) U> MIi5 - m > m --� _ W n S HS O > 10 w o v w m m d .. k LD _ Ms of a .'.LANDSCAPE Of :z mo: w : �o N- U- k k O k k S o v �. Mt.1S z AREA m 0 .�-} _� c;w 9tOZ/60/Lwo: a� U y A- 6Z6I OAON 46*9 Us w 9 C m a w >w, zy 1�1. :N X> 996E OAbN L4'S tf U'.. U ` >¢ dz m'D 10 3NIl 831VM HDIH IbNOSV3S O O0 ap ZV)z z� o_ _o Wiz•. Ow � 04 I �� 18.0' MIN a A- BRICK PAVERS w xZ< o� * 'n k _ Of 12.0' 12.0'. 12.3' o wl- �m a I DRIVEWAY WIDTH 3..9E.LOoLZ S "IN, tiL TYPICAL \ o _ j. .$z �L `$ Zl Lti k --) k k ' p s i, �h. .fig `9 O: 9 existing- w �3 _ t N nrZr7LoI�Z S ,ji.' 3 119k.#9 `Z S 'j, _9..9z t1k.9C S-.:, _J4 `' C?. --grade RETENTON •o-cn y; u' 3w.9Z.6�oF.Z S k m M 4.0' \ _: ...V.._.._ q�- g'.... EXISTING EO 4: --. -. o\a Planning & Deveioatnew k �0-A k J -i '" Mqk 6.5' m v �a�° k N A- \ y� .� TRATIVE SECTION D-D Services \ � / n \k ILLUSTRATIVE T.S. ��a� N. JUN Z 12018 t \ ILLUSTRATIVE SECTION F-F a"7 30 n.99'6Z rn�3`��r N.T.S. RECEIVED CONSTRUCTION NOTES LINETYPE & HATCH LEGEND SYMBOL LEGEND a T� STRUCTURES 7 r T i r r c �" T EXIST/PROPOSED R/W LINE EMERGENCY VEHICLE ACCESS' 1 EXISTINGFDOTTYPE'C'INLET-CONTROL 15 PROPOSED WATER CONNECTIONS DRAINAGEi, STRUC'1 URES & NOTE � � MECHANICAL SLIDING GATE PROJECT BOUNDARY � 5 CONCRETE BLOCK WALL ry o TO BE INTEGRATED WITH R 7 EXISTING EXFILTRATION TRENCH 16 EXISTING FIRE HYDRANT ASSEMBLY o zU) w 8" BLOCK/STUCCO, WALL D-1 RELOCATED TYPE C INLET D-4 MODIFY EXISTING TYPE C CONTROL STRUCTURE I-.. z In YZ 3 REPLACE w/MODIFIED `MIAMI CURB INLET 17 EXISTING LIFT STATION TOP = 9.50' TOP 11.25' (PROPOSES) - R/W CENTERLINE Q® TYPE 'C' DRAINAGE STRUCTURE �� aJ ❑ ❑ `O vw 1 ❑4 18 N. INV=..6.50 TOP OF WEIR = 10:61' -CCCL COASTAL CONSRTUCTION CONTROL. LINE : rn ¢� PROPOSED MODIFIED MIAMI CURB INLET ❑ EXISTING SANITARY SEWER MANHOLE D-z coNsrRucT MIAMI CURB WEFT W INV = 7.51' (EXISTING) O CATCH BASIN (CURB) z o z ww ow -❑5 PROPOSED FDOT TYPE'C'INLET 19 WHEEL STOP -TYPICAL PROPOSED FlOWLNE ELEv = 11.17' S INV - s,51 (EXISTING) O NI=UQ �o ` N & S INV-= UN NE INV = 6.51 (PROPOSED) : DRAINAGE PIPE g Z _0- '-I w� ❑6 TYPICAL CULVERT HEADWALL (M.E.S.) O 4' CONCRETE PEDESTRIAN WALK -TYPICAL D-5 CONSTRUCT MIAMI CURB INLET S SEWER MANHOLE 41 ,Y a. 0a>C a- ?of a ❑ D-3 CONSTRUCT TYPE'C'. INLET STRUCTURE PROPOSED FLOWLINE ELEY 1T.1T O "g m.�.: I.r� p�I-i ❑ MODIFIED MIAMI CURB ❑ CONCRETE STEPS - TYPICAL TOP 10.50' N & S INV = 6.51' 0 N o _I [-8] S INV = 6.51' PAVED VEHICLE USE AREAS ® PRIVATE LIFT STATION w �i- z o o' z FDOTTYPE'D CURB 22 CONCRETE TRANSFORMER PAD CONCRETE PARKING GARAGE Q ;a o mw�Zo o ❑9 12" CONCRETE RIBBON CURB 23 5' MASONRY SIGNATURE WALL MITERED END Z o �� W o a k W - N pZ Q ' '" PERVIOUS VEHICLE USE. AREAS o E: V) ww N 10 CONSTRUCT 55 LF of 14-x23 ELLIPTICAL RCP 24 CONCRETE/MASONRY RETAINING WALL 1. EXISTING DRAINAGE SYSTEM TO REMAIN PER PERMIT MODIFICATION. NO ,. N ¢ oww : z " ❑ ❑ .(STABILIZED GRASS) - > o..- 0 18.0 RUN-OFF SHALL BE DIRECTED TOWARD BEACH. Y�-Y•� FIRE HYDRANT 0 ' _ W 0 w m N o BRICK PAVERS a 11 CONSTRUCT 53 LF of 14 x23 ELLIPTICAL RCP 25 HANDICAP MARKINGS -4 SOLID WHITE STRIPES fl or o \ Z:2,i� C • mw_tn a � 12 "" 2. BLANKET SITE DRAINAGE UTILITY &ACCESS .EASEMENT SHALL BE 1 ❑ 2 VEHICLE OVERHANG 26 24 SOLID WHITE STOP BAR PROVIDED VIA CONDOMINIUM DOCUMENTS TO COVER ALL AREAS OF CONCRETE PEDESTRIAN WALK X iEXISTING ELEVATION (NAVD) 13 EXISTING INLET - REMOVE and/or RE -PURPOSE 27 6" SOLID WHITE STRIPE INFRASTRUCTURE, I r4, ' 2O.S PROPOSED ELEVATION (NAVD) EXISTING EO 4.0 14 REMOVE INLET - REPLACE w/ TRAFFIC LID 28 THERMO PLASTIC WHITE ARROW CONSTR. ON SITE \ _ _ - - POP .PAVED VEHICLE USE AREAS _ REVISED COMMENTS &CHANGES MAJOR ADJUSTMENT to a MINOR SITE PLAN APPROVAL PLANS SET.O6 20 18 /,. PAVER BRICK PARKING &DRIVE ILLUSTRATIVE .SECTION E-E REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE - COMPLETE PLANS. SET 04-30-18 PMP - :. REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN 02-21-18 PMP V �/7 RUNOFF FLOW. DIRECTION N.T.S. I. CRW 04-032 BASE FINALSITE THE DRAWINGS ARE THE _ - +�+ REVISED PER SEC, FDEP & FOOT COMMENTS AND PERMITS. REVISED PER UPDATED SURVEY DATED 11 27/14:7/i6/14 / PROPERTYoFTHE - �-_'_ ENGINEER. WHETHER THE I .a.'. L--:-- T��T DATE. DATE. PROJECT N0. _ - MJM'.' _-i .....:.:_,...... 111V1(..�T.0 (''( r w REVISED PER .FDEP AND DAVE K COMMENTS 3 15 13 DESIGNED DSK PRa€cr FOR WHICH THE GHT MCGU ,Lt &, A 1 IR SSOCIATES INC. CRISTELI CAY CONDOS 7-oss E ARE MADE IS EXECUTED OR � a. I :: � � . _ � � CONCEPTUAL ° .REVISED PER FLORIDA FISH &WILDLIFE CO 1-15-13 MJM DRAWN POP NOT. COPY OR S I FOR i:.,. COMMENTS OTHER PROJECTS Is K�vIA ,_,.: CONSULTING ENGINEERS AND PLANNERS � sHEET. ME C PALMS CONDOS 11-6- MJM- PERMITTED ONLY CBY ,. 1 F.K.A. OCEAN �y c RE SUBMITTAL SET 12 CHECKED .DSK , L.:... +.._. _ .-.._...... 80 ROYAL PALM POI PAVING GRADING &DRAINAGE PLAN THE ENGINEER. -- ' 1E-MAIL:.. GARAGE FLOOR AND DETENTION PONDS REVISED 1 O6 7M :': HQ _ e E D / .SCALE As NGT>=D , , PHONE: (772) Shy 5505 FAX. 772 569 1455 E-MAIL. Ctvll � 7 F - • ` C1 UNAUTHORIZED USE WILL -. :� ( @KnlghtMCGU1TC.COIn ST,: LLJ C COUNTY,. L. 3 6E PROSECUTED PURSUANT , w. Scott B. McGuu'e, P.E. David S. Knight, P.E. p MARK _ -:. I T '� 8 REVISION - DATE BY DATE 02 OS 2016 CERTIFICATE ro THE coaYRlGlir uws. � , Iii'IFTCATE OF AUTHORIZATION NUMBER - 00006335 Fl. Reg. NO. 39573 Fl. Reg No. 41060 L 1 COOL PROJECT GUIDELINES TO REDUCE IMPACTS TO MARINE TURTLES SECTION 161 .053(5)(C) FLORIDA STATUTE. 3. The light source or an reflective surface of the light fiXture must not be visible from any point on the 9 Y 9 nesting beach. Illumination of any area of the nesting beach, either through direct illumination, reflective The depertment may condition the :nature, timing, and sequence of :construction of permined activities to provide protection ;to :illumination or cumulative illumination is prohibited. 4:. Completely shielded downli hts: without interior reflective P P Y g ' and hatchlings and their habitat. ur.uant to s. 370.12. and to native salt -resistant vegetation and nesting sea turtle. g P 9 surfaces are preferred. All proposed fiXtures shall be appropriately shielded, louvered, and/or recessed.5. endangered plant communities. SECTION 370. , 2 3)(D) FLORIDA STATUTE. Any application for a department armit or other . 9 P ( , FlXtures shall be low mounted. through the use of low bollards, ground" level fiXtures, or low wall mounts: 6: •P type of approval for an activity that affect. marina turtlas or their nests or habitat shall be subject to condition. and YP PP Y Lights proposed for the seaward side of the subject property must Incorporate either shielded low pressure ents for marine turtle protection as Part of the Perminin9or approval process. _ sodium lamps. Exceptions may be granted for eXtremely low wattage bulbs (e.g., 5W). 7. Lights for purely decorative or accent purposes shall not be used on the seaward side of the subject property and if proposed P P J P P Y P P . construction shall be included In the completed form: Construction r repair CONSTRUCTION TIMING: The specific timing of all c uc a P 9 P P for the landward side shall be limited in number and intensity .The use of uplights is strongly discouraged and of an structure on the sea turtle nesting beach e. . dune walkovers seawalls or other revetments sandbags, groins Or Y 9 ( 9 � 9 , 9 in most cases cannot be approved. 8. High intensity lighting, roadways, shall utilize s I t htin such as that proposed for r II PP 9 Y 9 9, P P Y, jetties piers, etc. or an other activity requiring beach disturbance e. lacing fill dune reve etation excavation etc is ( 9 , placing 9 Y q 9 ) J P � ) Y � shielded low pressure sodium lam and shall be d u s. The number of fiXtures shall. be kept to a minimum P P P during the main portion of the nesting season May 1 to October 31 in areas of known leatherback strongly discouragedg p 9 ,- Y ( positioned and mounted in a manner such that the point source of light or an reflective surface of the fiXture P_ P 9 Y • i nesting, - special conditions may be imposed beginning .March 1 Proposals to conduct such activities the nesting 9, P Y P 9 9) P 9_ 9 is not visible from an t o the a not directly o n n e Westin beach. Light emanating rain these fixtures mor Y p 9 g g f y ent Staff and are unlike) to be approved unless emergency circumstances are will require extended review b Department season wll Y Y PP g Y q P indirectly illuminate the nesting beach. 9. Only low intensity lighting shall be utilize in parking areas that are n d a Y 9 9 Y Y 9 9 P eproposals'ma also re uire t he applicant to contract the services of an entity assessing a s ecial demonstrated: These Y 9 PP Y possessing P visible from an point on the nesting beach. This lighting shall be set on a base which raises the source of Y P 9 9 9 marine turtle permit to perform work involving marine. turtles. Projects which result in permanent modification of nesting P P 9 J P 9 light no higher than 48" off the round -and shall be positioned and shielded such h the point source of 9 d that 9 9 P ilong- habitat may require .the .evaluation of ..term (multi year) impacts on nesting activity Please Remember. Any light or an reflective surface of the light fixture is not visible from an point on the nesting beach. The light g y g y p 9 9 • i injury construction activity that disrupts a .nesting. marine turtle, .:disrupts or a sea turtle nest, or results In the Injury or emanating from such fixtures may not directly or indirectly illuminate the nesting beach. 10. Parkin 'lots and g Y y y e g g mortality of a marine turtle may subject the applicant to prosecution under the U.S. Endangered Species Act and Florida roadways, including an paved or unpaved urea upon which motorized vehicles will should be designed Y � 9 Y Pp h operate, g Statutes. or positioned such that vehicular headlights do not cast light toward or onto the nesting beach. Hedges, native dune vegetation, and/or other ground -level barriers should be utilized to meet this objective. 11 ,During g 9 9 9 9 construction, temporary security lighting during the main ,portion of the sea turtle nesting season (May 1 I LIGHTING: General Information The ne ative of ects o eac rang I In on marine ur e a c Ins an Wes In ema es are, well documented. Hatchlin s emerge during Hours of darkness, allowing them to make their journey to the sea when sand • 9 9 9 9 1 Y ' October 31) Is strongly; discouraged. If ,absolutely necessary these lights shall be limited to the fewest. and terrestrial avian and aquatic predators comparatively few. Proper hatchlin orientation depends low - mounted. are low q p p y p 9 p number necessary. Security lights shall be completely shielded and low mounted.:Low pressure sodium vapor al' conditions the ocean resents the brightest and most open horizon, and f .largely. on a visual response to light. Under natural p g s p r lamps or Amber LED bulbsshall be utilized. Under no circumstances shall these lights directly or indirectly ( this serves as a cue to hatchlings In their ,ocean finding behavior. Artificial lights disrupt this behavior and attract hatchlings, illuminate any area of the nesting beach. 45% or less inside to outside 12. Tinted glass or window film that as they emerge from their nests. Visible light sources and the reflection or glow resulting, from the cumulative effects of meets" a transmittance value of 45 transmittance) shall be utilized on all windows and lass doors visible from o this problem. Instead'- f making their way -to the ocean hatchlings become misoriented and I ) 9 coastal lights both contribute t p p 9 9 an point on the nesting l beach. Application Re uirements The applicant shall provide site laps ma view. and o- Y P 99 PP P P (map may wander eXtensivel on the beach. Even for those hatchlings that `eventually reach the ocean, unnecessary wandering. l Y Y.. ., , , f site 1 profile view Ian) showing the location o all lighting fixtures. Two copies of each to an are Increases their vulnerability to predation and expends limited energy stores. In addition, hatchlings may wander landward P ) plainly 9 9 9 P P • required.and all shall be drawn to scale and include a north arrow. 2 or multiple stop structures, a site tan through beach front' property or .across - parking lots and highways s toward light sources. .Most die from desiccation, directP Y P 9 P P Y P 9 9 Y 9 is required for each floor. If each floor incorporates this and include I � q porates identical lighting plans, please indicate I exposure to the morning sun or contact with vehicles. Furthermore, beach -front lighting has been documented to negatively ', P 9 9 9 9 Y s - only one site Ian depicting a representative floor. Distinctive and clearly marked symbols shall be utilized to affect nesting females and often results. In reduced or abnormal nesting ac- tivity: General_ Guidelines To prevent hatchling Y P P 9 P y Y 9 show the. location of each. type of proposed fixture. A et description f (cut sheet shall e misorientation and adverse impacts to nesting turtles, installation of exterior lighting is strongly discouraged. if exterior lighting YP p p t detailed descr ptI o each fixture (u ) b ' P 9 9 9 9Y 9 9 9 i included. A table with the following column headings shall accompany the site plans: SYMBOL FIXTURE name or Is proposed, the following general guidelines hall be followed, Adherence to `these guidelines will help In developing an 9 9 P Y Y „ ' 'es specific site conditions may warrant more stringent lighting restrictions. 1. NUMBER. OF BULB WATTAGE AND TYPE OF MOUNT `MOUNTING stock number FIXTURES TYPE e, 40W e: wall y acceptable lighting plan. However, In .some. cis p y g g g ) ( 9 ( 9 ' t be laced on the seaward side of the subject property or in an location visible from the nestin beach. 2. pole, HEIGHT amber LED lam bollard DNR FMRI 33-7181126190., rev. 311190.416190.6127 91 3' .Lights should no p J P P Y Y 9 P p) ) / Lights' positioned seaward of the landward toe of the dune (or its equivalent) are prohibited: _C2 CD �yoaYn coo^(a ^a— t-A.. — —.. — 'Y O04fi 9 6N7Slx3 77 Co O MO[DM3 �0 — - — �co.oatiD�j o°�c 1•D��''bO�by0 �Oto 7�oaY iN3Y3AYd d0 3003 ONLLSX3 J� ASAA,O�o o yDga9c N {SPEED LIAATT :j Nauus` sD . ^�a� 3.LS,90SZ S` M tl •6g �,L9 " M.6£,ZS.1Z i • ' _ ..;:., . >-;. , . Iva io : ,. - -r aO.al C 9S•166 L4'996. lwivad do aom aNusla -Y 3.Lb,1Z,ZZ S .OL'LZ9 :: —_ IDMs ._ .....:._ 6£,ZS,IZ N OY OST / sa3N sD p �i$ dN A61,Z9 l N ®0 kF �si•es n 61Z Al N LZ bb•L y .ZZ S LS'tr86 19Z19 so zol a x _ -� t oV y \ CCCL: CCCL CCGL N \ M.60,Z£,1Z N a '. b , !' � l-or Y� Z^OV _ CO��Ot�O�a� st-3 O O ' S2•Sp• ^ as ya 00. Ov�y O'�N / �``x T NV330 311Nb']i\V REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN - APPROVAL PLANS SET 06-20-18 PMP REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN - COMPLETE PLANS SET 04-30-18 PMP REVISED PER COMMENTS & CHANGES - MAJOR ADJUSTMENT to a MINOR SITE PLAN 02-21-18 PMP lS 1 F "X„ 3N®z 0007,i ..L-01V,,::3NOY00073 0 0 C_CCI,3. CCCL ,-4 ��ry�0Q5 OSlA -ana d f Ok ..Z-OV. 3NOZ_0_oo7d ,Sl 3A,. 3NOZ 0007_4 Y a MA=_ ADJUSTMENT to MINOR SITE PLAN NOTABLE CHANGES NUMBER OF DWELLING UNITS HAS INCREASED FR OM 15 T 1. 0 21. THIS HAS NOT ALTERED THE N ACTUAL OR VIRTUAL FOOTPRINTS SIZE OF THE STRUCTURES POSITIONS OF THE 2. TWO STRUCUTRES HAVE BEEN ALTERED SLIGHTLY TO MEET THE BUILDING SEPARATION AND SETBACK REQUIREMENTS -AGAIN THE FOOTPRINTS- (SIZE) OF THE STRUCTURES HAVE NOT BEEN ALTERED . 3: THE TWO STRUCTURES HAVE BEEN REDESIGNED E ESIGNED REFER ( TO ARCHITECTURAL DRAWINGS). THIS HAS ALLO WED US TO RAISE THE FLOOR ELEVATIONS WHILE MEETING HEIGHT REQUIREMENTS. THIS HAS RESULTED iN CHANGES TO THE GRADING AND DRAINAGE, WHICH HAVE IMPROVED STORAGE AND FLOOD PROTECTION WHILE MAINTAINING THE ORIGINAL CONCEPT. REFER TO ARCHITECTURAL PLANS FOR PLACEMENT OF LIGHTING FIXTURES ALL LIGHTING SHALL BE :PLACED ORSHIELDED TO AVOID, SIGHT FROM BEACH FOR SEA TURTLE PROTECTION. TOP DOWN LIGHT FIXTURES TO SHINE ON IDENTIFICATION SIGNAGE CRISTELLE CAY PLLANTs1NG LANDSCAPE CONDOMINIUMS LIGHTING GUIDELINE S 1; LIGHTS SHOULD NOT BE PLACED IN ANY LOCATION VISIBLE 2. THE, LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT ILLUMINATION, OR CUMULATIVE ILLUMINATION IS PROHIBITED. 3. FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, GROUND LEVEL FIXTURES, OR LOW WALL MOUNTS. 4. LIGHTS PROPOSED FOR SEAWARD SIDE OF OF THE SUBJECT PROPERTY MUST INCORPORATE SHIELDING.' R qll m:. •��i�upn GRAPHIC SCALE 40 0 40 80 _ SCALE.• (1 Inch = 40 Feet) 9 ALL ELEVATIONS DEPICTED HEREON REFERENCE NAVD 1988 LIGHTING LOCATION KEY L = DENOTES LANDWARD SIDE OF STRUCTURE B = DENOTES BEACH SIDE OF STRUCTURE S = DENOTES SHORE PERPENDICULAR: OF STRUCTURE _SEA TURTLE PROTECTION NOTES 1.),. NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE, DURING MARINE TURTLE NESTING SEASON. (SEASON MAY 1ST TO OCTOBER 31) ;i 2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED ON THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON. 3.) ALL CONSTRUCTION FENCES MUST BE ERECTED LANDWARD OF THE PRIMARY DUNE. 4.) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURING CONSTRUCTION. 5.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE. 6.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 45% LIGHT (? TRANSMITTANCE LEVEL. I, DAVID S. KNIGHT, OF KNIGHT,. MCGUIRE PLANS AND SPECIFICATIONS SUBMITTED AS SEAWARD OF THE COASTAL CONSTRUCTION ESTABLISHED IN. SECTION. 62B-33.007 OF Planning & Development Services JUN 2 12018 RECEIVED AND ASSOCIATES, INC., DO HEREBY CERTIFY THAT THE DESIGN PART OF THE PERMIT APPLICATION FOR CONSTRUCTION ACTIVITIES CONTROL LINE ARE IN COMPLIANCE WITH THE STANDARDS. THE FLORIDA ADMINISTRATIVE. CODE. REVISED PER FDEP COMMENTS AND PERMITS. REVISED PER UPDATED SURVEY DATED 11/27/14 7 i6 14 / CRW 04-032 BASE E FINAL SITE. THE DRAWINGS -ARE THE PROPERTY of THE ENGINEER: WHETHER THE PROJECT FOR. WHICH THEY ARE MACE IS EXECUTED OR NOT. .COPY OR USE FOR OTHER PROJECTS 1S PERM ED ONLY BY WRITTEN CONTRACT WITH USE WILL BE PROSECUTED.PURSUANT ro THE co1=YalcHr uws. : ... r _ .-.::.:,,-. � —*r.. ,I F:I 7 ...., - t. (. _ KNIGHT, i. T, McGUIRE &ASSOCIATES, INC. '-- _ CONSULTING ENGINEERS AND PLANNERS ''� + 80 ROYAL "PALM' POINTE,-BUTTE 401 VERO BEACH, FL 32960 2 _ PHONE. 77Civil@KnightMcGuire.com (. )UNAUTHORIZED ��i9 5505 FAX. 772S69 1455 E-MAIL:EMAIL. CTvll Km htMcGuTre:com l ( ) @ g 5 „ C R�TIFICATE OF AUTHORIZATION NUMBER.- 00006335 E CAY CONDOS CRISTEL�. p �-i 7 N PALM C D F.K.A. S ON OS , y{ COUNTY FL. ST. LJUI e - CONCEPTUAL SITE LIGHTING- PLAN ��C,I W DATE' Scott B. McGuire P.E. , Fl. Reg No. 39573 DATE' David S. Knight, P.E. g a. Ft: Reg No. 41060 PROJECT'NO. P — ,7 085 SHEET ' „_ T: REVISE LIGHTING KEY PER FLORIDA FISH AND WILDLIFE ADDED WATTAGE TO FlX NG. KEY.. TORE F� «:r DBMiI .. .'i REVSE UGHTING KEY PER FLORIDA FISH AND WILDLIFE CHANGED A LIGHTING FIXTURES To FIXTURES, 0 d Fl 3 7 13 - — _ 2 8 13 MJM MJM DES DESIGNED DRAWN DSK - PMP REVISE LIGHTING KEY PER FLORIDA FISH AND WILDLIFE _ _ 1 13 13 MJM CHECKED +--r I .L G G � -. RE. SUBMITTAL SET 11-6-12 MJM SCALE AS NOTED 1 , i- I i i -, � M ARK REVISION.. " � DATE BY DATE — r 02 05 2016. :.:. .,..: T BUILDING CALCULATIONS FORMULAE FOR MINIMUM SPACING BETWEEN BUILDINGS 2. BETWEEN BUILDING AND PROPERTY LINES Turning Performance Analysis NORTH BUILDING (BUILDING A) AND PROPERTY LINES per LDC SECTION 7.04.03 NORTH PROPERTY LINE ma rtotina: cwsa ne •mogO eseu PA VSk Andauk o 0 1. BETWEEN BUILDINGS D = {99 79' + 2(34.0)1/4 ngwmdeu seas. Aan.2arra m Iao,A soap The formula regulating the required minimum distance between two (2) buildings (referred to as Building A and Building B) is as follows: D = 41.95 FT required R =42.00 FT provided �- msa<c�AR�ai. OG`� ,Tmk: 82921. D ={LA + LB +2(HA + HB))/ 4 WEST PROPERTY LINE (A1A FRONTAGE) � OITM H 7bpf5 2. BETWEEN BUILDING AND PROPERTY LINE D = 121' + 2 34.0 /4 { ( )) nu raaaH Ch"01s Ovcha g: o-> vY in b r,: wkea ama A4aifionai Sumperneptl,': 26.11a:,n. • :1 The formula regulating the required minimum distance Is en a D = 47.25 r I required 21.00 AAA e + .� ,. Aiiid a ymiA cw,&.g 1..4160. 12.33 15.83 building (referred to as Building A) and a property line is as follows: D = 47.25 FT provided wa�ae,� a.na a D = {LPL + 2(HA))/4 y„ SOUTH BUILDING WHERE: SOUTH PROPERTY LINE ?r ' Jwidenim ,, ceT„�1ea za& s,e; I DO' PLATFORM LA = PROJECTION ofAonto 6=42.12 { ( )) oAt(eeen sao a,n. D =110.89'+ 234.0/4 W +T d 7, Width 8.50 feet f a end �alJ.m Wall1 n. LB = PROJECTION of B onto A = 42.12 D = 44.72 FT required i �c� . eR Track 8.50 feet HA =HEIGHT of A = 34.0 D = 45:-00 FT provided i a Lock to Lock Time 6.00 HB = HEIGHT of B = 34.0 LPL = PROJECTION of BUILDING onto PROPERTY LINE WEST PROPERTYLINE (A1A FRONTAGE) A ro Steering Angle 40° MAX. .. aaaere�moaedlu.. D" _ {155' + 2(34.0)) /4 / TURNING ANALYSIS GRAPHIC SCALE 30 0 30 60 90 SCALE., (1 Inch = 30 Feet) 1. BETWEEN BUILDINGS D = 55.75 FT required / D = (43.50 + 43.50 + 2(34 + 34))/ 4 D = 55.75 FT provided / D = 55.75 FT REQUIRED, Minimum i LINETYPE &HATCH LEGEND D = 56.56' FT PROVIDED > EXIST/PROPOSEDR/W. LINE # NIVM 31,�213N00 30fM �-9' 100ONIl51X3'., - PROJECT BOUNDARY atoms--- - r - R/W CENTERLINE : F /1N3lNj C oCL o- FENCING - COASTAL CONSRTUCTION CONTROL LIN' 3AVd d0 3003 ONU_SIX3 41, .'RETAINING. WALL Aef (SPEEtY .4{MIT 45) ! gS OSV^'� r r/ PROPOSED STRUCTURE y _ NO11S 1311 -'-'-'- 1N3Y13AVd 30 3003 0NLLSIX3. 1N3143AVd. 30 3003 0NLLSIX3 (/✓ PERVIOUS VEHICLE USE AREAS _:atDM-S- --- %l '. (STABILIZED ',GRASS) .. ,.. .eu:. .F-,:..?. It ;, _.... .. �:, 4, , d"Y _�a �`r ,§. ,vo. 1. �•, rt. ✓ ,.. �,,,. .\. ;,: .\ +�'�'„ C `2' ,•s �.`. CONCRETE PEDESTRIAN WALK.. 1 ,.r a _- .. � . � / ,_:. - •sF' O.fi3, ___ �a� /%'.'� i� i�v�� O- ,sue, , 4 n., �{ „ N �77- g' �=xa� v, S 1..: CONNECT „ M 99 LZZ N b r X 11 JG,3NOZ00073 -- w -- - LOb 1/ ' _ _ n ae db"Ob , 3NOZ00079 ,y �� ,. It 3,0 _-�- R H / - �� `� I,, ,�� GENERAL NOTES a, ,... - ..,_, f / CCCL-... / CCCI-_, �. ,.f.. 1 �� CCCL 1 L :. /// r 1 s / � � J 1_' r 1. ALL CURBING TO BE OF MOUNTABLE TYPE . lr (SEE DETAIL SHEET) M 60,1£. L Z N ry - L� V c cca "�% �% ' I. I /i 2. FIRE HYDRANT TO BE 15 FEET MINIMUM A FROM EDGE OF PAVEMENT ✓ .-- CCCL C1007d 3. HATCHED EMERGENGY ACCESS TO BE STABILIZED. - --- cccL L.Lf•.6 t t-ov 9NOZ i'Ot/ �", r.. .`,v' •.,> -,LL N " wad MUST ACCOMODATE 32 TONS"MINIMUM. (SEE DETAIL SHEET) v _ -i'O ____-.;?..,-hvxL-`�e____`--.v_w3,a :...._..:_. �vrvaa ,,...o=o -. v.,��Q07d. -- �, •� r, - �� 4. EMERGENCY ACESS KEY TO BE STORED i Otr' ,.:.• --- ----- -� }�e�_-.-n-__ __. _._...��:.___.��_�._. t , -_ o t ". ,,, & O IN KNOX BOX FOR 'FIRE DEPT. ACCESS t Mai _ _ r (BUILDING CONTRACTOR TO COORDINATE.) 5. ACCESS PATHS AROUND THE BUILDINGS FROM THE FIRE DEPARTMENT WATER CONNECTION ARE ILLUSRATED ON THE r 3NOZ 0007d PLAN. IN ACCORDANCE WITH NFPA-1 SECTION' 18.2.3.2.2.1, \ ,, Sl 3�{ 3N ACCESS PATH FOR THE MOST REMOTE AREA OF THE S3dV80V3S OZQO07d GROUND FLOOR ARE LESS THAN 450' (SPRINKLED BUILDING). S3dV8DV3S /' /� 53d"Ov3s ohs S3 OV3s = / THESE PATHS SHALL BE KEPT CLEAR OF:OBSTRUCTIDNS. y+ 53 S3dV8OV3s J3 Oft` (9lOZ-SO- L) 03A ._ __ tJ3A'..- _..._ ... ; 03A ---- O3A 03A - ' `J.3i{....� ..�, 3Nno-WINONA-40 301 ! 03n aNVNIONVI 31VAIXONddV. - _- D9A - - °J3A �\ 1 S3SSV80 3Nna .w (BLOZ-So-L) "V S.LVO.V3S -- 3Nna 1tl1NOW d0 301 e GNVMONVI 31VWIXONddtl : :q 4-STORY MASONR 4-STORY MASONRY MULTI -FAMILY CONDO MULTI FAMILY CONDO - (9-UNITS) 1 '~ +35' 0' (53 4 NAVD) MAX, ALLOWED ROOF HEIGHT _ �r�. AEG (12-UNITS) �p 'FLAT...I AIN`SURFACE _. .MAIN R OF SURFACE+40-4" 5a:4'N:AVO ''.. VEG: VE' _� wM, u. .FLAT ROOF SLAB MAIN SURFACE G - , ._ _ _.. ._.�. qrff VEG _._.__ UEi` VEG VEG VEG -.__._ ' ..., - VEG - = VETO .. - VEG _._ VEG -_ ..:_.._ .-.- VEG VEG-"`� n.. M. c _ - __ VEG NOIl1J303A %'r.�m38 ONIISIX3 d0 3Nm I: s °m- ann�s GINVS S11WII ONVMV3S ^Fo +29-8' (41 7 N.A V D.) HOV38 tv1HS -sr;;y<L o �0 �Py PENTHOUSE FLOOR SLAB MAJOR ADJUSTMENT 9LaZ/6a/LyQ�� _ _ 6Z61 OAON Ol'L . 5kg � N o 2g�0 w :. � o f?961 aAVN'L9'S N}t5 0r ='� = G �' I 3Nn 831VM HOIH WNOSV3S Mtts m M to MINOR SITE PLANEILOZ44.4 6Z6 L OAON L6'9 -� THIRD FLOOR SLAB NOTABLE CHANGES 8,36E aH91H INNOSV3S3S ' 3NI12131VM 1 • ' NUMBER OF DWELLING UNITS HAS INCREASED FROM 15 TO 0 21. THIS HAS NOT ALTERED THE ACTUAL OR VIRTUAL FOOTPRINTS (SIZE) OF THE STRUCTURES: 2. POSITIONS OF THE TWO STRUCUTRES HAVE BEEN ALTERED SECOND FLOORSLA13 SLIGHTLY TO MEET THE BUILDING SEPARATION AND SETBACK REQUIREMENTS. AGAIN, THE FOOTPRINTS (SIZE) OF THE roP.olwsM _ STRUCTURES HAVE NOT BEEN ALTERED. - -- 16 4 N_A_U D POTTOM of LH$M (oxuT Hd2a°NTAL sm°ciuxs -. oi Usa un'¢rn oij� -- '""'-- '""" _-- ---'� 3. THE TWOSTRUCTURESHAVE BEEN REDESIGNED (REFER TO FDEP STORM SURGE - ARCHITECTURAL DRAWINGS). THIS HAS ALLOWED US TO RAISE t; _\� Too \ n ° �_ - I �� xo-o (12.0N.n.v.D:) THE FLOOR RE THIS HAS RESULTED rIN CHANGES S WHILEETOINTHEEIGHT GRADING4ANDMENTS. oti $o / h \'bboo`OAk KwG DRAINAGE, WHICH HAVE IMPROVED STORAGE AND FLOOD � �0 y,' _ F NORTH ELEVATION PROTECTION WHILE MAINTAINING THE ORIGINAL CONCEPT. �c VID ggg �� Piarinmg&Develop?at�f V (b A-°�eo.r BUILDING HEIGHT ANALYSIS Services �= ALL ELEVATIONS DEPICTED HEREON �� SCALE: 1"-10, SUN 2 12018 - C MAX BUILDING HEIGHT MEASURED FROM FDEP REQUIRED FINISHED FLOOR (EL 16.4 LOWEST SUPPORTING REFERENCE NAVD 1958 �2 ELRUCTURE MEMBER + ADD 164)TOAVERAGE HEGHT ELOWANQF TWEENRYE8RRDGEEFORROOF4:1ORGREATEREAMTOFINISHEDFLOOR yea . -„d 4 k� i a Northbound Center Entrance Southbound = Center Entrance eYe z _ :,- . '.. Northbound - South Entrance Southbound - North Entrance REVISED PER COMMENTS &.CHANGES - MAJOR. ADJUSTMENT to a MINOR SITE PLAN - APPROVAL KANS SET 06-20-18 PMP. .., j REVISED PER COMMENTS &CHANGES -.MAJOR ADJUSTMENT to a MINOR SITE PLAN -COMPLETE S' SE - 04-30-1 8 PMP 04-032 BASE FINAL/SITE THE DRAWINGS ARE THE PROPERTY OF THE .ENGINEER. WHEMER THE. :_. ... �J ('� a KNIGH T ` McGUIRE & ASSOCIA'�ES INC. - _ DATE:: DATE: PROJECT NO. ); 02 21 18 PMP DESIGN DESIGNED DSK _. _ REVISED' PER COMMENTS & CHANGES MAJOR ADJUSTMENT to a MINOR. SITE PLAN _ _ .PROJECT IS EX WHICH O __-..- r , -----.' -_,. __ : , s. CRISTELLF CAY CONDOS � _ a 17 085 „ _ RE -SUBMITTAL SET 11-6-12 MJM. DRAWN w P MP NOT. COPYOR-'*'� PERMIT _ _ CONS TINE ENGINEERS AND PLANNERS R F.K.A. OCEt PALMS CONDOS PLAN SHEET _ o e e _ SUBMITTED TTED TO FD 6 14 05 CAH CHECKED DSK PERMITTED ONLY BY WRITTEN ONLY BY WRITTEN CONTRACT WITH THE ENGINEER.. UNAUTHORIZED USE WILL BE PROSECUTED PURSUANT ro THE coaYRlcrlr LAWS, `vE I ; ,.' I 1 I i , 80 ROYAL AL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 ... -.. PHONE. 772 _E-MAIL:£ ( ) ��4 5505 FAX. (772} 569 1455, EMAILC3vT1@I{m htMcGufre.com .LF'•. // S ,.: I ..F � CL'�TIFICATE OF AUTHORIZATION NUMBER - 00006335 : ST. LUCi COUNTY, FL. .SITE Scott B. McGuire; P.E. Fl. RegNo. 39573- David S. Knight, P.E. Fl: Reg No. 41060 SUBMITTED. TO FD 4-25-05 CAH SCALE AS NOTED ,., MARK REVISION SION DATE TE B Y DATE - - 02 05 2ot8