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HomeMy WebLinkAboutBuilding PlanfS ILI u ay z � �t rf r �r,3',T,¢xi,.a'z y w�" 1c3Er& l� 3.2 X„+t- .. --J-.... .. :r : ,ti I+i` :.ham+• .. _ . �;..:,: r 1 Y M.TiT t[KSI $;y - �- . a ♦ .R . b i.�V�i cvaar tA+z'.aM `Y.j -« _ .� ! t.;:••:Y...y,1 �..- \✓•�:"b �y y.:.... T°, i 3 ww"r iL.xe 4 .. a,.. N s• a� n 3 , yY5 LOVAZ,J11 &gyp. ♦w, x ly ..y �. `ems T .. . .-' • :. •'. • .�'. �,+ ,`�, . • ' I s r . rn•rw+ "'"^^,-2ftiiµ,_,..jkNl..r•''Y' . i-� r — -w-- i- xaaw . '41`Aw . .rww♦n' ^3�'�!° CTR �, h t_OCAT ION MAP '< h , LEGAL DESCRIPTION L. LOTS 1 AND 2, BLOCK 135, RIVER PARK UNIT 37 ACCORDING TO THE P THEREOF, RECORDER IN PLAT E400K 12, PAGE 22 OF THE PUBLIC RECOR OF ST. LUCIE COLHTY, FLORIDA k " 1 ''6"tt'pv,' PROPERTY TAX.J A 431414 520 0002 0t++.t/ FLOOD ZONE DESIGNATION gal'• • 1 SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE '+Brr, ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NUMBERM 12Q854BC1#* TF, Y 51 1984. wIY' !m I CURRENT ZONING: PLANNED NONRESIDENTIAL DEVELOPME NOTES EXISTING �INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC-,`*, SURVEY BY A. R. DIVERS, INC., PROFESSIONAL LAND SURVEYORS, JOB NO. 90-211, SIGNED, SEALED AND DATED 9/6/1990 AND WITH REVISED PLAN SIGNED, SEALED AND DATED 1/13/92 BY ALAN DIVERS, FLORIDA REGISTRATION NO 3889 f x^ y qA IT F y "All vy atl '! ks'1 , t # t ♦ a't a - [ WATER/SEWER PROVISIONS POTABLE WATER WILL BE SUPPLIED BY ST. LUCIE COUNTY UTILITIES SEWAGE DISPOSAL WILL BE HANDLED BY AN ON —SITE SEPTIC/DRAINFIELD SYSTEM AS PERMITTED BY THE ST. LUCIE COUNTY HEALTH Sc REHABILITATIVE SERVICES, FAC CHAPTER 10D-6. t rw`i�x""d14✓ ,Pe n I SITE INFORMATION,4y`' TOTAL AREA 19,255 SF (100.0%) BUILDING AREA 2,320 SF 376 ( 12.0/) ( 2.0/) SIDEWALK: AREA SF ,�j PAVEMENT AREA 6,100 SF ( 31.7,� PROVISIONAL DUMPSTER AREA 64 SF ( 0.3/) GREEN AREA 10,395 SF ( 54.07) TOTAL IMPERVIOUS AREA m 8,860 SF - 46.0Y. (0.2 At TOTAL PERVIOUS AREA - 109395 SF m 54.0% Z A Y i. r S,,"yy ST' r'dL p DUMPSTER IS REQUIRED BY ST. LUCIE 1 ACT QFF—STREET PARKING CPu_CULAT IC 6 0 *IS 1N ACCORDANCE WITH SECTION 7.06.00 OF THE ST. LUCIE COUNTY LAND l DEVELOPMENT CODE, 7 SPACES PER 1,000 Sr OF BUILDING AREA IS '4 • •'•• • ". REQUIRED. THEREFORE, \ o a +... 2,320 SF X 7 SPACES/ 1 , 000 SF 16 SPACES (k 16 SPACE HAVE BEEN PROVIDED, ONE OF WHICH IS FOR HANDICAPPED v * PARKING (SEE DETAIL). a h Tz -'- S j tr. M p r LANDSCAPE BUFFER REQUIREMENTS/OPEN SPACE REQUIREMENTS A MINIMUM 15' WIDTH STRIP OF LAND IS REQUIRED AS 'A LANDSCAPE BUFFER AREA ALONG ENTRADA AVENUE RIGHT—OF—WAY AND BANYON DRIVE RIGHT—OF—WAY. A MINIMUM 10' WIDTH STRIP OF LAND IS REQUIRED " ALONG THE WEST REAR AND SOUTH SIDE PROPERTY LINES. THESE HAVE BEEN PROVIDED (SEE LANDSCPE PLAN FOR PLANTING). THESE MINIMUM LANDSCAPE BUFFER REQUIREMENTS AND PROVISIONS MEET THE MINIMUM REQUIREMENT OF 20% PLANTING OF OPEN SPACE FOR THE PROJECT. .:0t4, '`'," �, � �; THIS PROJECT WILL BE BUILT UNDER ONE PHASE. j NO OFF-STREET PARKING LOT LIGHTING WILL BE PROVIDED. n k �- 1 r l.rtY 4 ��r �wn�c �. •r u. I I yp•yn.. [.M CON+ -METE - BTOR •••". ••••• .:.- *""Y u ' PARxMEr BY I r DISABLED PERMIT oNLY 0 _ wSnTt - — ►mm�uc er �. �,: � DSIIRIEO V 6 . ,Ip OMLT srl i 100 FINE y;• NOTES ON U.S. HIGHWAY 81/BANYON AVENUE/ENTRADA AVENUE REWORKS I. RT. LUCIE COUNTY IS CURRENTLY REWORk:ING THIS INTERSECTION. THE PROPOSED REWORK INFORMATION BY THE COUNTY WAS TAKEN FROM PLANS DESIGNED BY CULPEPPER & TERPENING, INC., CONSULTING ENGINEERS & LAND SURVEYORS, ROADWAY IMPROVEMENT OF U.S. NO. 1, PLAN & PROFILE (SHEET 13 OF 54). 2. THE EXISTING INVERT ELEVATIONS ON THE CULVERTS AND HEADWALLS WERE TAKEN FROM TOPOGRAPHIC SURVEY BY A. R. DIVERS, INC., PROFESSIONAL LAND SURVEYORS, SIGNED 3( SEALED BY ALAN DIVERS, FLORIDA REGISTRATION NO. 3609, DATED JAN. 13, 1992. THE ELEVATIONS IN THE FIELD ARE THE APPROXIMATE PROPOSED REWORK ELEVATIONS ON THE ABOVE REFERENCED PLAN AND HAVE BEEN USED FOR THE DESIGN OF 'THIS PROJECT WITHIN ENTRADA AVENUE RIGHT—OF—WAY. ,s 3. DUE TO THE REWORK CONSTRUCTION AND THE COUN'TY'S UNCERTAINTY FOR THE FINAL ELEVATION OF THE SURFACE OF THE ROAD AT THIS INTERSECTION, THE ENTRADA AVE. IMPROVEMENT PLAN (SHEET 3 OF 4) MAY BE SUBJECT TO CHANGE UPON COUNTY COMPLETION OF THE REWORK AREA. 4. PRIOR TO CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY ALL FIELD INFORMATION IN THE COUNTY REWORK AREA. SHOULD ANY DISCREPANCY BE FOUND INCONSISTENT 1411H THE Tp PROPOSED DESIGN OF 'THIS PROJECT, THE CONTRACTOR WILL IMMEDIATELY BRING IT TO THE ATTENTION OF THE PROJECT p'a ENGINEER. IT MAY BE NECESSARY TO REVISE THE DESIGN OF ENTRADA AVENUE IMRPOVEMENTS TO TIE INTO COUNTY REWORD: AREA AFTER a ;{ CONSTRUCTION HAS BEEN COMPLETED BY THE COUNTY. EaT" ;�T a �7 y s tl a"♦v �+isTu t 9 • n T f';-r ^�� �g v1 kL y rc l Til N :CK & EARIN SWCiRTH CONSULTING ENGINEERS, INC. SCALE. 1 20. APPROVED BY: I DRAWN BY. b) I DATE. �() 23 9O REVISEDI -- 7 DR. LEONARD M. HOLTZMAN OFFICE BUILDING _ � DRAWING NUMBER I T E PLAN I OF 4 AT) il"I", '0� 12. 70 RICINALLY D ;j IT WAS LOWERED ONE FOOT TO ELEVATION ELEVATION, R IS NOW PROPOSED TO FILL IN WITH ON- NGVD). IT PROPOSEDF.O.P. To) ALL=&_ OF SOIL, THEREFORE, THE SURFACE WATER ELEVATION WIL a :3 CONCRETE I4CADWALL 13.70 NOVO AFTER COMPLETION OF COUNTY REWORK. PROPOSED 110, OF 24" RCP z BE P SO ;NV-EF :1.57 I TO TIE INTO POWER POLE REMOVE EXISTI FXISTIW 24" RCP OVER HEAD UTILITIES 50 R No, CONCR TE FOWER POLE PROPOSED z MITERED END YW Uv 1I.Guy Im -Irn OF 24- RCP z 4 t__4 rld w 45'R, Id R Q �) In I WfrITERED END 0 0 Cq ____ - - - - -;w 1' WIDTH S -A - - - WALE En w En ABOVE 24" RCP - - - OF 3" PVC PI"� " 0 Cd 1 5 ow" owl 014 IQ c; w OF 24" RCP 12-70 5.49) /�ROPOSED 65' w-,j -k- - -7 - - - -_ - - 1314 PROPOSED PAVEMENT CONSTRUCTION IX EXISTING 140' TOP SIGN A 0. E� R. END ROAD CONSTRUCIIO (ONSITE DETENTION OUTFALL) 0 w U) Cn 07 W/ MITERED ENDS 1OF1 PAR rDrE-Ur-rM1rbSFD ILI rRor P) PIT 0 114 Pornqrr) F. a. P.�). tn INVERT ELEVATION 15.00 WVr JUNCITIISH X 10, 0 E� PROPOSED ADE FOR EDGE OF EXISTING IIPIVEWA,� Cr.wNSTRUCt 20' WIDe ASPHALT CA TONS ST. LUCIE COUNTY !PFCIFI ENTRADA AVENUE (9:D\ w E-I THIS PROJ XT, S 170 1�4 qi T ON �F U I IMPR EME TS ..01 1� 50' R/W Z9 N EMOVE EXISTING ASPH' 261 1 16 P"(1POSED E. 0. F - S � 1�1 IG, 5e�vf_ ��Jjl WITT 1 5' X I A,_�N X w �1� tP�GIN P/W CON71RUCTION 103, - Nv \v, PROPOSED CURB III GUTTER 15.4 040k PROPOSED CURB �, GUTTER 5�� 86' 0 0-25% 1 PROVIDE REFLECTOR 5.2 ENO OF PAVEMENT MAR�FRG MIN. pe ft. a 0.25% (C4. w w w 16po WATER MAIN w rq PROP SID91y CUP, W XI TI )k1vTWA K WAILR VAt"11 7U MIN. 2:1 SLOPE WATER A] ED IILX T QF 1� PROPOSED GRADE COUNTY WORK 16 M M &� TIM DRIVEWAY ENTRANC -15,$o A EXISTING CONCRETE SIDEW04-1 SEE ONSITE CO A E IIA-W Isjo -n C P PAVING & DRAINAGE E NUE R1 INST "_=Ur BAP --- 152.0 0 TORSI T L) ENTRADA AV ALL F I % I T N= * Aff AI*r 75. (or, nted) VERT PLAN FOR DETAILS (P.1 n 24" R C Pl`,il r L DSCAP HE, to, 'E X-SECTION A -A _1v 74'! �I4,� oo LAND BUFFER X" tow N.T.S. CTUT Gtj PER % 5' P ­,, ttg'. MITERED DETAILt H�p F END CONCRETE COLLAR 3: 5 3' q IV X 1 4 to, lvo�� o (7 ACT Q @...Ted N a, REMOVE EXISTING ASPHALT W 5 w 2' 3' 2' 41 2. 20-' 1� 0 f POSED v 2 Lu W PRO RCP W> w ENTRADA AVENUE W� Y 'u 0 PAVEMENT 2,320 SF MEDICA u !b N o- On w w \)I L ui OFFICE BUILDING 7-1 LLJ u B ONE STORY 'Ir"o ;,v/ > C) t�� I % � I F.F.E. = 19. 30 Nuvu el 51 STABILIZED LA n 1� I X: w AREA C.O. STA, 3' Cr - q Ln 110' OF 24" RCP w" ww 6.6 Lr _14� OT 2 0 L 0 tx TOP VIEW - �,,INGLE PIPE z Cj u LOT I ADDITIONAL - - R CO w LANDSCAPI BUFF E R GRADE & SOD of 6' OF 15" RCP 0 z " 71F_ < 6 UTILITY EASEMIENI Av rn I 3/4" i.r _W MFTFR S WEST R/W LINE-,�A -I mST ALL Nt 27' 38'00" E 100 001 "4 Z"?:, OF ENTRADA AVE. JUNCTION BOX--�P- uj (qT. LUCIE rGUJITY LIT I -TURNAROUND-�� o *-+-LII,NON-SYMETRIC T END STABILIZED ARI t f I I (n 1 3 - It, i�wh I-_ f3r I IF 41 bivEWALK (EXISTING) I I 4� LL _j Lu 4' cmll 14 It- "TPF 10 oli� 110, 11 .4 a y A, 47 Zoo EAST R/W LINE w _j 4--r-l-GRADE & SOD C'�Lq T,,. I M C2 w000 41 W11% T�Nlcp, F V, 1.1 11 w e 7 < > 14-- DROP CURB bubAub a LOT u CK 2" ww: i.,� z ftwu�, w BLO ENTRADA AVENU -GEND I ECTION 135 LE 0 TABILIZED L? CURVE DATA o 1. P� AR o EXISTING ELEVATIONS EA - kADIUS 25.001 ..j DFI-TA 0 two o 40' "o"V .1� _Q� 0 PROPOSED ELEVATION',:. 9 00, 0 177 Plo ", ."" o i ,I- A ARC 39.2* 4R 7 PLAN CHORD 35. 35 PLAN VIEW 1,&-�--34' OF 24- RCP N.T. 5, To F DIV 60 nu, 51 LL E SCALE: I*" 0f!­""lZ"rU:' W/ MITERED END A t C FROPOSEDI PROFILE 5, NAR-OU NO L ------- N RADJAVENUC R/W CONST'Ruc ION'— N E jorfR POSED Sj) �DGE I IF I 1�5' WEST OF I UT14 1EMEN ENTRADA R/ W NOTES FOR SIDEWALK INSTALLATION, (jATCWCOUN Y RE Ell(K* ELEVATIO� E 0. P. ON 0 TUR�D� 6" THICKNESS, AND MINIMUM ip POSE10 PR ILE EAS I T'ED Ul- V_ , MINIMUM 4 "AVE1 A THICKNESS IN THE DRIVEWAY AREA. t SUCH THAT EXPANSION 2 FORM SIDEWALD EVERY 20' (POLY BOARD PLACED PR OPOc� ED GL TTER PROI o' I tot SECTION I %./ ­0 N T.S. DRAWN JOINTS EVE f JUNCTM BOX ko:, _g PROPC SED iI' OF I o a E X LAI.ING PROF LE le OR-TU-CGJNTY w g", I Ifill It o" T INT TING 24" Ficp K N 0) 41 41 21 WIN E- 2 M 0 z , 1, " , o; oT, uq C; OF 24 CP U) X 'T o�%' ��n 0 W PO (4 w T �-X-­Hftg &D IT) 11 0 oll� I I . - I w U" D 0 V) J 0 E, MIN. 2:1 SLOP (4 04 I I I FXTSI .aUy TIC, I o Nr _I TO 4', SEE ONSITE t PAVING & DRAINA PLAN FOR DETAIL T_ 41 MIN. I SLOPE E,e 6�, PROPOSED INVERTS FOR JU14CT13N 91"N I/ �" x N �zi 13' INVERT 12.40 NOVO C24" CP) NORTH Id I I ROF I "M '44 R PROPOSED SWALE AREA 'w 6� EAST INVERT 13.47 NGVD 1 7 A iRgki'l F S. I/ g ORZ Nil SOUTH INVERT 12.40 N13VD :'I a DRIVEi/FNTRADIA AV9NUE, SEE ENTRADA AVENUE IMPROVEMENT 4, PLAN FOR DETAILS O"*TTE. EXISTING GRADES HAVE CHANCED T' TOP ELEVATION OF JUNCTION BOX 0�j SUBJECT TO MODIFICATION DUE TO COUNTY REWORK OF U.S. 01. TYPE E V"� nve Sao % 7A111 � o`," ( 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAL WHERE I ;:!" " - - 6' 4, BALED HAY, STRAW AND SILTATION BARRIERS WILL BE INSTALLED 4 24 Pvw 6,Iw " f� � "I ­­ ­1 ­11- 1— - ­ ___ -S TIES FLAGGED AND FIELD VERIFIED BOTH ONSITS., NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT - HAVE ALL UTILT AND OFFSITE WHERE ALL INPROVEMENTS ARE TO TAKE PLACE. AL OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL "Al "J.", �pr, j, UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR.; Slk TATION AND INLETS GRASSING OR SODDING HA13 BEEN COMPLETED OR UNTIL 1 �1 "In 1511,NK, �'T- A THREAT TO ADJACENT PROPERTY AND -,f� i4rp � _� �` L__ 'i �_ 11 EROSION ARE NO LONGER A �V- 3. COPIES OF ALL APPLICABLE PERMITS SHALL BE KEPT ON THE Joe WATERWAYS. I Z Ol 0 G� o,,o SITE AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. ...S. � j DROP CURB CONTRACTOR IS RESPONSIBLE FOR MEETING ALL CONDITIONS IJNPt�R L::I� - WHICH EACH PERMIT IS ISSUED. THIS INCLUDES NOTIFICATION AND ASPHALT PAVING RE2�j�� m000 11) - Vnw uo*4 m No u4s d tOOdw" 0A 4"" FOR CONSTRUCTION 'o 0, 0= wvtqo,," ww *a "Solumoss of AND INSPECTIONS. T 04 ow q~ 8hd moott, wa =46 CALLING EACH PERMITTING AGENCY AS REQUIRED RIGHT -OF WAYs NOTES FOR RESTORATION OF ENTRADA AVENUE 040001 w 0oft. Ir 4. ALL CONSTRUrTION, MATERIALS AND WORKMANSHIP ARE TO BE IN 1. RIT!HT-OF WAY SHALL BE REPAIRED AND FREE ANY CONSTRUCTION TYPE F ACCORDANCE WITH THE APPLICABLE REGULATIONS. I" Asphalt DAMAGE. CURB AND OUTTFR ADJACENT 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL SITE REVENT OF THE PROJECT. 2. RIGHT-OF-WAY SHALL BE SEEDED AND MULCHED TO P TO FLEXIBLE PAVEMENT Gf-4c-RAL AAOrFS CONDITIONS PRIOR TO CONSTRUCTION EROSION. Coquina rock or Z yu �# NW fwffw *Aolls FA� " Apr vatftewoo SNP&Vff 6. THE CONTRACTOR SHAL-L BRING TO THE ATTENTION OF THE ENGINIER f 3. AREAS AD,EACENI TO EDGE OF PAVEMENT SHALL BE SODDED FOR A 61, Base: Soil Cement, 0-01- Limerock; 96% max. density 00 �ft vowoIIoW, a, cart ow greof ANY DISCREPENCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS MINIMUM WIDTH OF 014E FOOT ADJACENT TO EDGE OF PAVEWNT. r� ewo. fw"w oAd Cwt end p0wt �,hveftd ow/mvpf IV WV;Z��3 1 PRIOR TO STARTING ANY WORK. mo,/" pvww, m. j ospwv� #ut *%�" will at 00 w#A 'AA " l" 811 Subgrade, 75 PBV J ��Q, owt, pefor, vw* a" owfforo o'.4 ",Nk "Powwo pwooio _1 FIFLIT CI4ANGrS OR DEVIATIONR FROM THE DESIGN 19 TO BE rl,%u- 4 SWALFS SHALL BE SODDED WITH BAHIA GRASS. TYPE E � - 4 owrarboo, Wws ff I cmt�wg*w NO (TV 71%kar 4 ft PCr P�f OR Pwv"ft A-W fAwl WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. n. THE ARFAS RETWEEN THE EXISTING AND PROPOSED SIT E ALKS r4 0**,4 - o f JAWV, wWrA AmA�000dftft )iM" ^W R AM," WoWd 465 Lbo. AND THE PROPERTY LINES qHA(L Br ,,nPnFD WITH RAOT SRA9q. ST IRON GRATES 4 FIe" 0, cwh, rw., It mod 0 h4 el 1wIA_AAww J&JtIVAL o' no, 9�: q '7­,74M� , ;� I �4 1 - � o �N� - 11 , g, wIt' N _jO k L o T14 t7,r "*'r N", okt A 7 7 WWI' 10 4,4 I, 1 5 DESIGNATES COUNTY REWORK. WITH THE EXCEPTION OF THE EXISTING CULVERTS, ALL PRCPCSED ELEVArIONS, DIMENSIONS AND LOCATIONS IN THE AREAS OF COUNTY REWORK ARE APPROXIMATE AND TAKEN FROM PLANS BY CLUPEPPER & TERPENING, INC., CONSULTING ENGINEERS & SURVEYORS, ROADWAY IMPROVEMENT OF U.S. NO. 1, PLAN & PROFILE �SHEET 13 OF 54). HEICK & FARNSWORTH CONSULTING ENGI.-NEERS, INC. n gy OPAWN BY b f 9CALE: Aj,; TA A REVISED )ATE 11 DR, LEONARD M. H(")LTZMAN OFFICE BUILDING DRAWING NUMBER ENTRADA AVE. IMPFUVEMENT OF 4 LE CATCH MIEIN rr ° ,„ , ` : w ! x" GENERAL NOTES 17.201 , .: .,+• ,+ / - TOP EL. •. 11 • '.`. :r )� ,. '� ,,` ' •.. `' w: "'.,.. •„ 14.97 PCONSTRUCTION AI 1HE INTERSECT )UPI OF U.S. 1/ '.. ,. , .,,' ,. .:.,. .. , +!o- .; , .,.„ s ., fNV. Et. . 1. DUET ONGOING .'.? . . . �s r.... a_,. •T. •. ,. -. v, .•.. '+ir .: ,, _ ,. _,-. ,,...... ^ :' , RA A AVENUE IMPROVEMENT ry•AY,. t,"7. r a�.r,.,.. s , u.*. � ;! :'::-- ,,.,•.{,. .k ... ,..:...�. BANVON DRIVE/ENTRADA AVENUE, SEE ENTRADA ..,. •,a:., • ,..,,. .:, ..,, .. .v +: s 11 . - •' •' '' ^,. €; "' t r^ +. ;Li „�.. ,. «�. , -a=' .. '/> PLAN FOR DETAILS OFFSITE. EXISTING GRADES HAVE CHANGED '` •.^" •° i •, `§'''z° "•^''� �-•'•;` '', ,, �"° '•,� .`" d' ^`e".,. SINCE INITIAL SURVEY WAS DONE BY A.R. DIVERS, INC., c..;: . ., ,.,, .. .,. ., a s, ,• •.. ...,: .... I :. .a .. , ,x ,•"n xA>� xk+"-#��.�'S.» tisY't���.: ..... ,. G,,.. x 4: a ;.,: ,.t• .. yx.., x€:+ M` ,. ,,, _. �, _. ,: ,- .re,..,,, .. i.. ? ... :,: „,. f .> , ..: ,.♦.. ;�e .z- r PROFESSIONAL LAND SURVEYORS, JOB NO. 90-211, SIBNED, SEALED "`� "� ,.! ' r "' axi ..' " Lb),; -'"• AND DATED 9/6/1990 BY ALAN DIVERS' FLORIDA REGISTRATION NO. ., •`: r ivy `-+ .''„ru-...'. "^a 'fi kaLS, 'a - _. T.. I A,.�,,, } {, Ni • �V� ;; p •, a: 'I .:,., � ., \��._ . ,... • : `- A� ,x,, '•r; rz. 3089. THE PROJECT 5I TE AND ENTRADA AVENUE R/W ARE CURRENTLY a'• all `V lam'• I ���� ��� :�_ �" ,++ �' -!" UNSURVEVABLE DUE TO ARE9 BEING USED TO STORE FILL FOR U. S.1 s Cr PROJECT. , A. ,. •c..rs, '� A z �', _., U #•yp v .- .,� y „ ;� ••' 4: / PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL U N '�� r f J„ 9• nrv' f Y 1 ''c HAVE ALL UTILITIES FLAGGED AND FIELD VERIFIED BOTH ONSITE PROPOSED F.O.F.f.) L" AND OFFSITE WHERE ALL iNPROVEMENT5 ARE TO TAKE PLACE. ALL PROPOSED CONCRETE HEADWALL UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. 110, OF 24" RCP TOP EL. . 15.130 «,k 3^2 4 z ¢r •' } TO TIE INTO INV. EL - 13.57 k"') t N'trT'r'` 3. COPIES OF ALL APPLICABLE PERMITS SHALL BE KEPT ON THE JOB �,, cjQ R REMOVE EXISTING E%ISTINi3 24" RCP POwFR POLr a•,7c r'"� t ` ° �... ) SITE AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. THE MITERED END CONCRETE POWER POLE OVER HEAD UTILITIES T`: prT r '"'� CONTRACTOR IS RESPONSIBLE FOR MEETING ALL CONDITIONS UNDER PROPOSED / " i� '••' 'F ''- WHICH EACH PERMIT IS ISSUED. THIS INCLUDES NOTIFICATION AND R /// T"-DF�25'rPC ""-- /// //� /// n //� , t f'' 3 T 3 �•' L+ CALLING EACH PERMITTING AGENCY A8 REQUIRED FOR CONSTRUCTION 45 R. 10 R G Guv 4 RCP 7, r W/ MITERED N 'Jw a m AND INSPECTIONS. SWALE w) ,: f at �'f• - .�`' t �E h Yr,% y ) ! - - - - - - 4• ACCORDANCE WITH THE APPLICABLE REGULATIONS. P ARE T BE IN f EXIST ING 140' OF 24•' RCP i � 4 - _ ALL CONSTRUCTION, ATERIALS AND WORKMANSHIP O rrp R. $TOP SIGN IO M N OR W/ MITERED ENDS _-.. __ .^-_ -_ _- END ROAD C(JMSIf.lu,'�10 / ��O �jJ ° e :. Eft —EDGE` iSOAbSEf3-S'-TT2SrILtIPfi ATt�.p� F9+.nrn 1I? L SI ECIFICAT IW4S OR SEPTIC 4 DRAINFIELD SYSTEM d t i 5. THE CONTRACTOR IS RESPOIJSI BLE FOR VERIFYING ING ACTUAL SITE PROPOSED F.O.P. IA o ;` CONDITIONS PRIOR TO CONSTRUCTION OF THE PROJECT. painted) O1Jr'I Tn y H LFs�rsF CONSTRUCT 20' WiD. ASPHALT ROADd i. All mat eri ale and installation is to be in accordane!' i��oyr6's EDGE OF EXISTING D12 R'FiWA'/ I 'pT (n .Ie. 5' , TO ST. LUCIE COUNT SPECIFICATIONS ENTRADA AVENGE 6 J„�+ with the FAC and St. Lucie County "Rules of t x THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER EMOVE EXISTING ASPHAI.7' 170 (SEE ENTRADA AVENUE MPROVEMENT PLAN) 4 �,' ` x. Department of Health A Rehabilitative Services, Chaptal/" ANY DISCREPENCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS / _ / \,,/ / !' #'d'•'_; lOU-6, St andarda far Onsita Sewage Disposal SyatNa." PRIOR TO STARTING ANY WORK.. N LuWA: ( PROPOSED E.O.F. 50 �rr �L �i� O,C ', \)t 111 t.-�-r,IN B/bJ LIpJq TPU(-Tintl 'i N.IU + LEt: TH . 26/ I�' 1(' S� / 9% r a" 2. A minimum 900 all se tic tank is required. A mini sum , NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN IS TO BE MADE 11 (,n �-- 16'' 103 t 10 i g p qii O`ll) i�/ .\ PROPOSED CURB !S GUTTER PROVIDE REFLECTOR V 4, A 50 gallon !n-1{ner effluent monitoring chamber to WITHOUT PR IGR APPROVAL FROM THE ENGINEER OF RECORD. W - ( END OF PAVEMENT MARKERS Q L required (per specifications provided by HRS). py5 h h / (rx (1 ! � DETENTION AREA SHALL BE SODDED. �- jM yq f- y'1/ '/J. A` A 3. The 4" PVC pipe shall have a al ope of 1/8" inch p.r PROC SFD T)RDP CUR 16" WATER MAIN 'i1/ •e foot from the buildin to the septic tank inlet and craw 16" WATER MAIN EDGEQqv �C%1 TI IDEWALK WATER 'VALVE A •ii <,� A g 'I T IPA % C -' '—" FtIF DRIVEWAY VFwAY ENTRANCE < G J C the septic tank outlet to the inlet of the distribution + 4' E%ISVINf, CONCRETE SIDEWALk. •: CO RE�7E 'I -WA 1 A 0 bay.. Wader pipe shall be installed from the EROSION AND SEDIMENT CONTROL / 1 \ -t'- _/4' P distribution box to each drainfield with a slope of 1/9" W 1`yw' 7� 0O. (]F' bAr'�'. f32.0 I]QQ L) „ ':,• per foot. A cleanout shall b• prowl tled for eaci7 taenu in THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT F _ VERT E VAT ION 00 VD nteuL y "z the pipe prior to entry to the septic tank anu; o. as CNTROL DURING CONSTRUCTION USING THE LATEST FOOT STANDARDS. i y: ` LANDSCAPE HBADFR P t V7 '<' Ib" er 18, Ia \\ 15' LANDSCAPE X,' 14�- v C '* rk required by the LOCAL PLUMBING CODES. BALED HAY, STRAW AND SILTATION bARR IERS WILL BE INSTALLED WHERE " ` K 3I BUFFER - S' •! 4" �I /t1(�J a e ` NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- 4f p m we--� N B.rj _ STOP to ST15' LAND CAPE BUFFER k6 e% m �v'*' 4. Clne distribution box is required with one 111 inlet and OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL C AINF I$L tD • 'n'I w pj _ C two (2) outlets. Header pipe shall be installed from GRASSING OR SODDING HAS BEFN COMPLETED OR UNTIL SILTATION AND No _ 8$ HP. 5 �0 ,O qTE r [,j�Q2' y-s•-�. " the distribution box to each drainfield. Each dr ai n+f el EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND C o S•T S8 91 9 O 8.1 o x iN 7s1 ev �� �O �~� if�+, ,X rF pipe. The inveline shall rt ofdthe uinlet for ally athe distected ribution the ab Mdwr WATERWAYS. _ Lq _ r x>k $ T • 9( s • \ - x to`CURB STOP ' U O 1'/ T! sy a �'� w+•! rx ' & 'dry ,,,x,. shall be at least one (1) inch above the invert of the ?' pQ0 ITyP CAL o W ♦ �" w.. ..' '' "`'s, i; utlets. The invert of the outlets shall be level with E oVE EXISTING �. ,g GJQ-.~/,,JIx ir-% ❑ q f` 3 6 p A,r MASPHALT WW 2C d q 4/ 4d_ 4 /€r respect to each other. J - o a o R J.+ 9L w -1 IE\, 6. He.adv, i „ shall meet requirements of ASTM D 3034 83 ' X u>L., wm w u W 3 'ti 7•1S ?� .! >tw + ,T '.,z "a' SDR-35, for pol yvi nyichl on de material or ASTM F 405- ` s�.,... OZ - F 0� Q� Q+, P `„I / •wti, B2a, heavy duty classification, for smooth inner wall 11JJ 2 O G C to O =��yU ' If corrugated :r x*, corrugated poi yethyl en• material. Wader pipe shall NOTES FOR INSTALLATION OF WATER S_RV!CE LINE t/;.kt • `: ," ,',•. ,`� : +`,: ., ,. as ati ___ r. Q , ) _ have • mi ni awm four (1) inch diameter. Ll I•+'''n' •�' I 1., •....,(fin x '� 2 V •soh-) F G = r' Of ti f>< 3 " L •i ,x'.„ °a' 1. ST. LUCIE COUNTY UTILITIES MUST BE CONTACTED FOR INSTALLATION W ow w y _ u <,�.-L S MFDICAI ?'` �,4Cs� / yI. xJ L,1u, -'� - g3;,;.„ 6, The drainfield will b• a gravity system. Prior to w u - ,V ,( ra .ACT VTT S�' --x ` construction of the drainfield excavation 0f the OF NEW METER (SEE SITE PLANOR OKSITE PAVING 4 DRAINAGE PLAN a OFFICE BUILDING _ nos t / F ( x Li Q� 3 h /pq Q'yq Q� 'Qse/71 xr; r "" drainfield are■ (and 5 feet surrounding the drainfitld W/BEPT IC FOR LOCATION). t 4 1 fr Liz in ONE STORY ?t'.:. 7.80 > < T h. Y.. ...' 'd '^ E N p �• I / 18• nrn qr `p 17-I5 Fti! + •! '+?',�` t^ area) must be completed and inspected by the St. Lucie 2• q .MINIMUM HORIZONTAL DISTANCE ❑F -TEN f10) FEET SHALL RE ON -SITE PARKING LOT — 3 v, a o $ 6' S' F.F.E. = 19.Ti1 NGVD 18•I ry ROB 't �Yy a County Health Department. All unsuitable material shall r ' - +"'+ MAINTAINED BETWEEN SEPT RA.Rr_EL SYSTEM AND WATER SERVICE 0 a W c 18.8 r 7.3 s 9=kL� Ii2EUI o118® , ° _ G ` In 58, 8.95 Is, }- ,._a k ire removed and clean sill (with a good permeability MAIINNTA fIC/D D S tJ �f .Plti >rn rate) shell be iced to rep] ice St. o E. LET ,� ,,, a 3. ALL PIPING, VALVE$ AND FITTINGS SHALL BE NFS-PW APPROVED FOR a I AND"LAPE' ?F' a 1. Dimensions on each drainfield are 6 foot by 15 foot for ✓:< I s lr 16-8 L rV '�• I. -_ 1" Asphalt Z I - ; `,\ a ��?r,r \ " POTABLE WATER. r • O Q. i'41FFER ' LOT `� Tg 7.33 / /� 1`i'1+,r �"s �� Q0 a total of 210 square feet per drat of ield (for the ;, y S'x•:�. . 4 N .,.Try `; `+rr. '.•, '•••_ r .---T 6" Rcsa: Sall Cesont. u �' •y x u gravel bed). Fill will continue a minimum of five (5) I „ s m i'rn r�. 4. A MINIMUM PIPE COVER OF 24" SF:-LL BE •1AINTAINED 3; A" Coquina sock or i- CO µl _ __-_ __ Z 7 }r / Limorockb Cat uaa;, lonsity Z row 7.2 �. 10' LANDSCAPE BUFFER y '+, �, a i feet beyond the edge of the drainfield 1!n all f. p¢0 _-; '} O directions) and will be the same elevation as the top` x 1 "/A'7 emu' \ J > 1--'---•'- of the soil cap on the drainfield. The drainfield VHALi,,. --6" Subjrado, 75 P9V Q 6' UTILITY EASEMENT •'�� ` .© iTl .� 3/4" i.P. -qNG . 4i be sodded concurrently with constructt an., '-, �,° "' 3•';T r I' `a >s s i _ t S 27e 38'00 E 100.00' \� � E 6 �� ¢ o \\ r, [NSTAI_L NPW MF iER ^i -r •• 6 !l `4(/ `U ,: �, , ( 'ikr"� ,'$:•H£�uz.>, r,y I, , , .� '.:r '.... S. Drainfleid lines shall be four (4) inch perforated pipe,1,11;4±, i y (ST. LUCIE COUNTY UTILITIESNOTES FOR SIDEWALK I / J Q• / 'ir /0 a 2 //'� placed three (3) foot D.C.00with the ands connected to )„C + >a - NSrALLATIOH. j6-_000 ,v. /} \-� T}p to form • continuous circuit. The drainfield lines =,+y , N ` TIC IrIIO FXI';IIN(: Cie -� i U V N '' U v 4' CGNCE:Frf- sn`FWALk > 0q. 7.50 q .�> O / shall be taus] and set at elevation 17.50 NGVD.', 1. MINIMUM 4" THICKNESS, AND MINIMUM 6" ALTIMNATX ► uo R2013122"NT80 4'• �: •'L q p spread seen y THICKNESS IN THE DRIV-WAY AREA. F.F.E. 17.18 NGVD a 8, ? i 0 \\\ .4, y h F 9 A There shall be • minimum mum 6 inch sail cap s r ] ,�r :r , f, x^ ` x. v - ;, I - • Hq ^!. F VT \ } over the gravel bed on the dr rl offal d. c "E"� ;, IF LOT 3 ' r+>> r��r. ° 4 } ,.. w,r'•" 2. FORM SIDEWALk:: SUCH THAT EY,PAfdSIOfI S on (PO Z ti k %, Q x +{ , P cly ^-• > � v t � ,f, {salrt( •'��; `` .r!y', � � ` �t °• '• • I" "� JOINT IS LACED EVERY ?0' (POLY BOARD Flb 'JRADi -�— ., . . . , ,. , WIN. 41ADT NIX' N/ ZXPAN310 u 6LOCK 135 Tr �s� - n JOINT). A 55 T i i 1 M.- 2 r i Ft> 17.1 .] •.vj •u T..,.: :x' 1 Ailnl! i1 ° L iII p Ifip*; u)xFre i #' ) L . •,•,• JOINTS 20' O.C. B.N. N/ POLT � T .,, , .ram••-r'-, �•• ' DOARD EXPANSION EiAM WL - ' CURVE DATA �1 ` " e 6 z 6 i10 if)nl � U �_ • 3, F 7� ,r'. •Qa' fA� v4� ,,, •. �'.'4L � °♦'r„'� :,: '�.;-.'i•.,i\. '_ '� a `ea °L, !a Rr�u" y . lr` \� a � ,1�C�r�'k�a�,'S+�m^�r..,. ,� „'n) �g, ... J 3/4^ I.P. rF--'^ ,. '�, � 3. SAWN OR DRAWN JOINTS EVERY 8 STI.BILIZED iDBBBiDB .. RADIUS = 25.t1f1 t t'du x, wu.-, s. .t,.e :,.,! ,.Yi ra.., el ".. L LL...G Np • _, ri n.; 9n V aTp `#t;. -- $L. ,. TO PDV 75i '.' 'Y � G - t6.00,, " (vTf'T-) %' ";� DELTA - 90 Or)'Oh' // ry + aF `l + 4 TRANSITION SIDEWALK TO FORM SMOOTH 0 C6^1CR5TX FOR PARKING STALLSLfT6r P ..(•,n.o..x-r %p x A � n ~�r• '+�`,' .•x.v.'x,3.M., "E„, „.#:1 �•a"� `r1r�s. � ,* ; RANSITION AT PROP'_ rED DRIVEWAY. ®ARC '27NRD• cot cecziFnR ACCESS AISLtS DPIVRNAYa EXISTING ELEVATIONS CHORD 35.3� 'f PLAN VIEW`•x ^.._,.: .. A S � � . _.--� 1�.'1.. :.. -. --; <.•7� .. «.L,,,..+, �.. t,. L•r.. . ,,. :,_ 3 MENNEN ME 0 ESE 0 0§920malmomw9ttim SITE INFORMAIiUN TOTAL AREA 19 255 SF (100.01%) 0.442 ACR9= 0 PAVEMENT AREA 6,100 SF (31.7%) I rM 7,PROVISIONAL DUMPSTER AREA ENEr�aoRBorat ENEEM� ni M TOTAL IMPERVIOUS AREA - B,(360 SF 46.0% (0.2 ACRE) � . rta�Y101 s 0 J�wa�s�ataes'!!! '• ' "� I ' r+ " it.�mom'� �!. ",395 SF • , .��.• wMl>•t�ai��Bwl[tllrrlrlO�i�T�I are.e� eeaw aaae�asea vas. ezewe.enw.nr�eear>.errrr ��.�aauiY� 'w' as ?Rtlli 7 p e Iim ,'3'xa"�^��)�'�`fiw�.� � - I� . REM.. CON tLTIN ENGINEERS INC. (� �! %I IL�0a$w!tTH H MIN" M 00 ®� wlh 1 Pd f, ---go__ i dSy'xr Ft`�T: �, 5I•v7" sa ,T^(° ' • • a E' T,i DR, LEONARD M. HOLTZMAN ARM' i.'N"n>�.. O','A51d'ke "$ 1�R°k"ff JfA Ekt t�' k$IE4"� C+r n l� ��;��� :n�lr BUILDING �� nwe�aen m!_ _ ielePVIYR rl 3i ,nM''IM1J4 'i Sf- YAi 11 h"�BT. w ( bffAl 4OFFICE ���DRAWING CHISITE PAVING 4 DRAINAGE NUMBER EWE P "A YVI SFPTIC � , '`��s'��uh� ,.nos , ` ♦ 4. 0.^ d f: I �(' , � � .. `gn "' x � i " < ty �.:. s,. P,.o ;#r•r,-i� I';14P: "d ' '` M a c.. Jq 9r ni:.. } na , 4 A: 5 ti e"�• .. n, � ... ...:: a,.. fi 4 9.a1, d, n .. , t §i° .T..a.& mm If •� . <,<. a� t� �� L 1. t',i:•tR� q�:.,� • r loaf JR WGqf • < .J r - : kwO, j' ppivAlJ�€A- .�-y„ s• .�,fY "N. .'<�'+%':r `� r w 'w• �I� 6. .h�4T�... cavm IIII ■a..wx � � 4 I LOCATION ' r f+ , �• . 14 1 cn„ r LIYI�! • r4,1•� 4 r.r 7 n• �' ,q !� RICN r 'gH. R✓t "t" 'Y✓T t S W" u LOCATION 3 k L ON MAP Y 1 R, S ' ^t r • Ly f< v � s r a r � Y r � � r 1 n s, s [ i e 1Pv r r m • r 'M M . x E a r t f t E F w r +� ... x , GAL DESCRIPTION b T5 I AND 2, ELBLOCK1_•5, RIVER PARk. UNIT .+, ACCORDING TO THE PLAT •- OF, RECORDED IN PLA -SO— I., PAGE 22 OF 1HE PU RECORDS LUCIE COUNTY, FL 9 (, r f � Y Y us � y i t V a w a I �I yt c P l d v t rr V i G e i 4 11 r'i s.s Y p. h SS M I 4 r�. 1� N re aiN 0 l 5 V ', !4AA t., ..<JT•r ��� T. 1.T iT. �.3�.\��'�J�\`�=��.+ ,.°...e`q�,vrs. )r:;,: ^ i�`9'� '�•''Q IF DUMPSTER IS REQUIRED BY ST. LUCIE COUNTY: • ___.._ TA. NLATI ON �LAN<*AP LNG SHALL BE INSTALLED .y ... .� .. '. 1N A PROFESSIU R w ( '^ .•-"•"'" _ ,. „ ACCORDING TO ACCEPTED PLANTING PRACTICE WITH T rX' �,, .tyj vYr•x.«x. ), OF THE PLANT MATERIALS AND SHALL BE IRRIGATED. B. MAINTENANCE "s '•` ?i THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OP LANDSCAPING., WHICH SHALL BE MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY, NEAT AND ORDERLY APPEARANCE FREE FROM REFUSE AND DEBRIS. MA.INTANENCE SHALL INCLUDE REPLACEMENT OF ALL DEAD MATERIAL WITHIN NINETY (90) DAYS. .f r r� C. PLANT MATERIALS 1. DUALITY a _ •� «.x r a .• «x<«« _� a r[act onxr A ,� I PLANT MATERIALS USED SHALL CONFORM TO THE, STANDARDS OF " p l . it.' ?) FLORIDA NO. 1 OR BETTER AS GIVEN IN "GRADES AND STANDARDS FOR ,,,,,,•,,,,,,,<, NURSERY PLANTS", 1973 AND "GRADES AND STANDARDS FOR NURSERY nrN w'� .I. of AND W" PLANTS", PART II, FLORI UA DEPARTHENT OF qGR [CULTURE AND ..•aw _ r r.a'"too «<• xaw ,���:� xf. CONSUMER SERVICES, OR STANDARDS EQUAL THERETO. ALL PLANT MATERIAL SHALL BE INSECT— AND DISEASE —RESISTANT, AND SHALL BE ,q. CLEAN AND REASONABLY FREE OF WEEDS AND NOXIOUS PESTS OR p.. _ DISEASE WHEN INSTALLED. ' X �y <�' �.:^ ,.x. ,"r��a"•. G.:. 2. TREES TREE SPECIES SHALL HAVE A MINIMUM OF TEN (10) FEET IN HEIGHT AND HAVE A CALIPER OF ONE AND ONE—HALF (1 1/2) INCHES AT FOUR AND ONE—HALF (4-1/2) .FEET ABOVE THE GROUND WHEN INSTALLED. ALL TREES SHALL HAVE A MINIMUM OF FIVE (5) FEET OF CLEAR TRUNK AND A MINIMUM FIVE (5) FOOT CANOPY SPREAD AT TIME OF PLANTING. ''II1 _r.•n xm KY« I r u'".•ylry PALM TREES MAY BE CLUSTERED INTO GROUPS OF THREE. THREE PALM tm— TREES ARE EQUAL TO ONE SHADE TREE HAVING A MATURE SPREAD OF 1 L ....., FIFTEEN (15) FEET. n 1 l� I «u+ f... ... x.• I °T di ' v ^•;.f . --:' • :I-..r.rw ..MN, fi, ,F 3. HEDGE f.:, <aar+P« «w.M <�ww.na wm rw. p `I •, k .. SHALL BE A PERIMETER R OF THE PARKING LOT S L REDOES FOR THE FRONTPE INE E <X. vw'.<,,,«• a'•µi'f'., .°+V" MINIMUM OF EIGHTEEN (18) INCHES. IN HEIGHT ABOVE GRADE t Iw<MM y <wn i..rMlr (e . 1f IMMEDIATELY AFTER PLANTING TO ATTAIN A MINIMUM TWO (2) FOOT HIGH, CONTINOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN A w.q :Fv y ` ''I,sx 4t '•` ',, . -z I`'Y` MAX IMUM OF ONE (1) YEAR AFTER PLANTING. `shy ,� rc da°T.y Ka �' 2 w A .011 U[IUL '2"/5d."}�i" 5 Yft '3'-: ;.,✓k?n. ( :..,� ^$ �_': HEDGES FOR THE SOUTH SIDE AND WEST PROPERTY PERIMETER SHALL BE PLANTED AND MAINTAINED SO AS TO FORM A MINIMUM SIX (6) DUMPSTER ENCLOSURE DETAILS FOOT HIGH, CONTINOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN A MAXIMUM OF ONE (U YEAR AFTER PLANTING. GROUND COVERS NOTE. IF A DUMPSTER IS REQUIRED, IT SHALL BE ENCLOSED IN A SIX" b Jry�rt*rll ira GROUND COVERS, OTHER THAN GRASS, SMALL BE PLANTED IN SUCH A (6) FOOT HIGH WOOD FENCE, AND t8" HIGH HEDGING SHALL BE ' I.�.W°' '`MANNER A9 TO PRESENT A FINISHED APPEARANCE AND REASONABLY PLANTED 2' D.C. .. D THE FENCE (THIS WOULD REQUIRE Al/�r " w; 1} 6ArcN(1 *'' ",�1 '" COMPLETE COVERAGE WITHIN NINE (9) MONTHS AFTER PLANTING. YS ADDITIONAL. 12 , 18" HIGH). .{• " : n „ '.'.. ray v ° it p #., ... . .:,. . ,.. ..:.. , , +. w.., .!LAWN GRASS da Y F e •§ s .a > i A wilw! T N A A A TN SPECIES NORMALLY GROW S GR SS VSTI'E ?��" HALL V A AREAS ON9ITE S RMAN CDUNT LLPE PPR VED GROUND COVER. THE BE SODDWISE APPROVED DETENTION AREA MUST BE SODDED. t '«: z TAKEN FROM THE ST LUCIE COUNTY LAND DEVELOPMENT CODE �s .�s ,-. ... *<'.. +?+qx ^;�" ,' �" ., ,�. ', ':. y"< ,,..'• ., ;l ON 7. 09. 03 AUGUST, 1990 EDITION. '+_;;':. . -, .y+•... xa•, ,.; _,,.. 'a,...." 't ..,1', y"=..: !:' r'..,tRr u�.. i^;ti �t a,+&` ;a '1Fhir,..,, r�, ...,.." �`,. :^ ,` ,:. ... s,, ,.Y.il.,. " '' "Y,^ , ' :.,,'�a '"' JY •" �zt', �„ �' 'r*• GENERAL LANDSCAPING REOUIREt'fENTS ,<. A. REQUIRED LANDSCAPING ADJACENT TO PUBLIC RIGHT—OF—WAYS 1. A STRIP OF LAND AT LEAST FIFTEEN (15) FEET IN DEPTH LOCATED ;,.� •r._,m�„yam _� r, L �•:,�„��� ON TWE PROPERTY ADJACENT TO ANY PUBLIC RIGHT —OF WAV IS 5 Na�G a, s„ � A�uq t>rc�a—ass 5 5 ..<.,''-....va'r All !emu Auo1. FW— REVISIONS BY DRAWN CHECKED DATE SCALE JOB NO. SHEET A L OF ', 6HEETS u , � k)VV I Ij :� >t ' I R M -• i .. ,+, r y [. I+.n I _. ,r. .,.o- ... yr ve ...r . ' .' � � u... :SY'. ir'"'„ 47M 'Q 1 IA WAIV , q.3 1 i , . -xa .�1• ...: I.ry , ., " v.: � , , ::� p,v rv$i, ,'�-:-�z, ' , , Yi:. � 6'i:. t,c �:;v.. 'Yi ^•�W9+' ''{: 6i d Lk' i r Proces>In T 4• ,A:,.. w, " • ._ .ram • :;, . Rm i RECEPTIONTr atment RM El TILE 2t4 Aewk �i i n N'f i e1^ ?nh .} M I'4>` ➢.' r .,M r♦ .., .. a;. • ...I .r v�.px .}:c3 � .A, ., , I T '�� ,, it '+,�:. `.' _ .t.e. r. ,•, ':. ,>.... "fir - ":,» 1 T +' 77 `., BStiO m ,v/ A A' 5 n W « 1 n $ � v ., .r: „ ' v .� � • � � I I [M;mrN `llrr' •ti ` " rv:: f } �{ ,' 5 Z jf jam] I ♦ — r q: eo... 'nt " 1 r✓, s �,a- rs" e p��ll P���'� ti�l y, F ��": � `zri �%�' � t.y*�` ' 1 DRAWN CHECKED D_ ATe SCALE JOB" NO. SHEET /j t f OF SHEETS j, v f v y ,c IT e P t p A« o 67 'brSnYgRF a` LIGHTING FIXTURE SCHEDULE. A. Lithonia WA 440 R.H. 4-40 W R/S Ceiling Mount Fluoresent Acrylic Defusser ter'' B. Lithonia #cor 240 2-40 W RiS Ceiling Mount Acrylic Defusser. Y zz C. Prescolite #cf25 10OW Ceiling Mount Incanescent• D. Prescolite #WBG-24 10OW Wall Bracket over Mirror. T` E. Prescolite n.i.g. 150w R-40 lamp wall Bracket water proof 7'0" from fin. f1. J F. Nutone # n.i.q. 15OW Ceiling mount Exhust Fan with Light on switch ITT I ELECTRICAL SYMBOLS Flouresent fixture & outlet ceiling mount ' incandesent Fixtue &outlet wall mount * ,i�. YNX, '. ✓; Fixture &Outlet Ceiling Mount": �x Incandesent g OR1 S 1 V M w Recessed F1Xtl]L'e Flush Mount In Ceiling T Exit light provide arrows as indecated X £ ,y ® Telephones; � W w.P. We v w P, h Duplex Receptacle 15 amp 120v.3 wire grounding ' 1 F �' 9 a Cs� Duplex Receptacle same as above mounted above cabinets. t; ® 220v. Recptacle Outlet Floor Receptacle (note measuenlent locations given) Nw f -� Conduit Routed concealed in walls or ceiling i91, r . ysC ...,R ' u s y k` P N ✓� NI ' MN Eid]ust Fan a � .�� � '` F ' � r"� kg � y ro �'i T `if„� r„•* � _ :'�" � k : "; `�` } }� . ;i1 � r t s;��¢s n k n" � �» � i�� k�s �`� e I 1, ALL FL4zr,- gI<GPAez- rw KK F 2 PRoViDe W. P. ��n �,AC Dim F;o� 2fl�F rl�r1�A u '1440 -W- c -TIME 5Wrich IN PiF .cl-oW x MIT vv l��v fb, fa x 7 ii� .� �• � Ali 11 dy" , hF ` h i1 �3 qd REV1810f S I BY DRAWN 5 K •S G FCt C16i0 J O^ z { NC46S JOB NO. SHEET DF _ t;<weeT® i� `min ,n a"".x't--------------- ­ ��W 77 - � � TWM",,; Vx -Oft, 7,77771 "m 9 -F, AN 2 1: ON 7 '10 1 Ov 1, 1 1 ,, I _V111 11 1- 1 -', 1, l;'l-1 11 �,� Ift"ll I �04 0 11,8 N"; e V4 �S, b�, 77, -g— ��U' =7777:77- NO 7 ng KU M? -'� rl rf RAS ii kfi Cf m§� 1. 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