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HomeMy WebLinkAboutDEP SL-378 FinalStampedPlans, secured 4.15.2021\\ o\ \ \ RECORDED 09/15/1988 \ \ �,ON\ \ D. PK N&D 96a CCCL PUBLIC RECORDS OF BLOOMSTER \ J \ sET PK N&D\ SLUCIE COUNTY, FLORIDA \ \ HSBS L LB6905 \ \ \ \ N: 1083925.39 N:1083925.41 (SEE CCCL DETAIL) E\ \ :908187.63 \ E:9o02zo.75 \ \\ WITNESS ;INE \ A1 (O— \ — \ ; 33. 12 \ 24. 10' 124.18' \ \B 19 14. 77' 14.9 Fy \FD. 5/0" IRG\`\ \ ONE \ LB 959 \ m \ I ( TT w1t`Ess uNE) \ \ \ HM IT' COASTAL\ \ \ \\ A G� RAGE FL \ SWAND ,gx\w 1 1 QE LEVEL \ m 10�A \ \u1 \ 111 SITE NPKMWA N&D ` \ m1 AOO S� O\\ O \ APPROX.OF SEARD Ll \m EL, 4.6NAVD)HSBS B 6905� uEC \� 9' PO��— I - / \ \\ O \\ SEA POOL f GARAGE L 1ST I \ \ \ \ \ SET PK N/DLEVEFLOG \ \ `\ \ \HSBS LB 6905 \ oN. • \ \ \ O\ \ \ \ N. 108385. \ \ \ \�� E. 1.79 \ x \ \ \ \ �\ 34.44' 27 50' \ F 121.00' \ \ 9.94' 12.23' \y 15.7 _ \ \I — — — LTWO �A FD- 5/S" R \ FD 5 8 IRC �ILLEGRBLE STORY SINGLE V AV A \\ BL00 3850 \ I \ \ ` N'1083850-4 LB 6018 \ (0. SS OF ACCESS FAMILY RESIDENCE W/ \ \ \ E` 90821T35 \ (0.7'E OF CCCL) \ EASEMENT) \ FD. 5 B" IRC \ \ \ GARAGE BELOW \ \ LB 59 \ �\ m \ 4\ \ \ F.F.E. 2ND FLOOR @ 32.53 NAVD \ \0.1S, OF PLATTED � MTNESS LINE) sA�Noa�w'r NO a\� MnF 1� oE,A�, ,o PARTIAL SITE PLAN SCALE: 1" =10'-0" \ /sAe consrnnE� vac cen e � mcu uvc \ �La ei N 'S h\\ GAHAGF�G4 fi3 IAe T ,; �� B1NmND sANBs PUE FNr. a IPB 61, PO. 401 LOCATION MAP NOT TO SCALE \ APH114, 2021 RECEIVED February 24, 2021 DIVISION OF WATER RESOURCE MANAGEMENT SL-378 I_I' p:roNNNE �\o GIN i� OGTE 2dp w� GAL DESCN PITON LR BEING ALL OF LOT 38 AS a�HONB PAGES 40d6 P aLl RECOR PLAUCIE UT OF DIAMOND COUNTY FLORCA SITE PLAN GALE: 1" = 20'-0" W U Wq Q � � � Q Wzo DC IF��FI�rLL.ii.lI '-' O ✓ M �FF��_1I O w A101 �a¢>m�nrm�*n�>anxs,. 00 EE�Enr® ®EreE�mm� oemr�m.�®>•0 0Fm1�Q0.�®1� SCHEDULE ©emrem.�©m�a a�emr®Emma EEe�®E®EmEO EE®�FII1.®EmE� EE��m.�EmEa EEo�r)m.®EmE� GARAGE LEVEL WINDOW N a4 LIVING AREA CALCULATION <. ,),BT FLGDR LIVING 2aa2 sF N 2)2ND FLOOR LIVING 1331 SF N _ a) Loaev aes sF N 451E SF r I DETAIL AREA CALCULATION i)lSTFLooR LIVING 2802 SF 2) 2ND FLOOR LIVING 1331 SF 3)LOBBY rTl DALCGNY, 2. F V o°" ro s� sF 7 COVERED ENTRY 1055F H _ ELEVATED DECWPOOL ,2235F 3 6 C 3 OUTDOOR LIVING 12. SF —{ F1 szse sF Q x 200 SERIES KEYNOTES I W I I I— Y ll=Tllouiux anax DDov W H llNSUL 4 aoxsmE E z 60 GARAGEy 6.33 poop iow°goo sror n000cw°e LZ I I BY— DIV ® -- E. 14 IY-AL �\ 0 xrxrteM 1 Apwlc4, 2021 I \\ a 9 . a r-�J \\ 4.'BLOBBY' e - 33 ryr, MECH 1 xA hFFFF1�+IIII 8.5 AD STORAGE A;EoAsovE W :oq s 4 lob No.201— vL — — — — — — — ONUSSTORAGE 4 �F ��- RECEIVED _ '�--�'_ _ February 24, 2021 _ xe DIVISION OF WATERe ^ RESOURCE MANAGEMENT SL-378 A200 GARAGE LEVEL PLAN SCALE: 114" = T-0" 1ST FLOOR DOOR 1ST FLOOR WINDOW c °,ao a� SCHEDULE SCHEDULE LIVING AREA CALCULATION [V SIZE H,) 1ST FLOOR LIVING 2802 sF N MARK WD HGT TYPE READELENT NOTES 2) LIND FLOOR LIVING 13315E N - 3)LOGBY 336 SF T ol DETAIL AREA CALCULATIONF 1)11T FLOOR LIvwc z) 2ND FLODR LIVING 3)L...Y 2336 SF (W EAL..NY2 1965F 7v SONDSSFORAGE 933 SF H Hfti"----II G,/� ELEVATED OECKROOL 1223 SF W F-V GARAGE -SF G, TDOOR LIVING F1 WW - 9266 SF C Q FOF zx — — — — — — — — — � 200 SERIES KEYNOTES 4 ® s 1° ` ,— — — —I� icx rcNEEwnuuNoaE°aa°°OaB W O ^•x• o o,o °a C��j7a 3T{ITCHEN I oo.,s ` I--1 NIEMEN UB ROOM 2 DINING rT O -- 0 D2' GREAT ROOM a11., 6ELaw J d pa-0 6 cuna° ry ® O Levn —� ❑ O. — lob No. 2012096 m I I • 3E1 a •aRn- ,a 4 - °" I F 4 — — — — RECEIVED February 24, 2021 H "g1.Fl1, �y L — 'vL45TER BEDROORi SITTING DIVISION OF WATER — a s-10 :his' LJ RESOURCE MANAGEMENT r•;.msz: stem-RAtlLSt3 — 4 ---- I SL-378 1 T FLOOR PLAN S 00 cuna° zERiry OIsrANCETo can0 E)a SCALE' il4" =1'-0" ^ O l �mmlmm[�a �mml�[0 �n»[aen[m1ayEni�O �mmlmm[�a �F3CI�®0 ®�I[061.®®1♦0 ®�fCII�1�u'F9Q,1�10 ®BCIICLY®®1� ®BQ,i1�OO.�iffi®1� ®9Q31�i�®10 IIIInIunIIIIIIIIIIIIIIIIIIIL S■I■■■1�111 r���■■■■■�""'��IIIIIIIIIIII :1 ■■ \ IIInIUInuIIIlunIUIIIOIG �•�■,\ �I�L I�I■�■IIIN 'I■I■■■IIIN 1■III■1- ■I■II■I ■I■II■I ICI■L__::■■■■■■■11 - a� cm T .- CITI 200 SERIES KEYNOTES SCHEDULE I DaDa U r�------------------------nxEEw.aD„xD�nloDDn Q Q� 213— —�DSFD.F,DDD�D�En.DE II � k-IM� L C—�o z I — 2ND FLOOR WINDOW I rw = w ." SCHEDULE _ oD$I MARK SIZE TYPE HEAD HT NOTES r AaxaovEo aux AS aEaNmED IND HGDT ELEV I EM ENT BD I4 zz ❑,namAEDOEaIA—EN NExvia� NMENaurn0m IN 11 wovcoc xnxurn axon mxcanur oa¢coxnv ae b m i., y r-0. a.. a - - - x 1 zS_E. L BEDROOM aunsuex..ocx.,svrs. sno omEx aEnxns mnreE xs¢uxso. rT, 1✓ n.msosmm�x m , Apwl 14, 2021 r J 9 DxI DUAF1. A _ BEDROOM? d 14.,3E a, I o�go I �mA MllI s lob No.201- zu v II II` II "® 31 LL RECEIVED February 24, 2021 DIVISION OF WATER 2ND FLOOR PLAN 1 1�0� RESOURCE MANAGEMENT SCALE: il4"=V SL-378 a� cm T.- cm W U Wq Wzo �c ✓ M �FF�rT,1I O V a z - w , At14.2021 ��/O�� Qo d J — lob No.201— I L FviX9G5k� Frew-RAm+rt3 RECEIVED ARCHITECTURAL February 24, 2021 1st FLOOR FRAMING PLAN DIVISION OF WATER SCALE: ins•= 1•a' RESOURCE MANAGEMENT G 1 SL-378 ------------------------ II II �I rr-------�� ARCHITECTURAL LOWER ROOF & 2ND FLOOR FRAMING PLAN SCALE: W16" = T" r µ..o ,:°. oomEA�.M�M..,EAEa aEo. JApwl 14, N21 I - I I I - � I � L ARCHITECTURAL UPPER ROOF PLAN SCALE: 3116" = 1'-0" RECEIVED February 24, 2021 DIVISION OF WATER RESOURCE MANAGEMENT SL-378 0 o,a4 N N N � I- W U Wq Wzo rw� o x �c ✓ M �FFrT�,�1I o w A2111 (SEE EAST ELEVATION (rear) SCALE 1/4" = T-O" m mm fm - - 1-1-1 300 SERIES KEYNOTES I.-EIIN TILE --N. LL tUE° R.111,-IRREINTE1 :T4 u z Wq I.E. LLJ BYTHE DIVISION OF WATER RESOURCE RLDNIOA N=. N"T"AT-1 I-- R A°1,14,2021 RECEIVED U Febr.rY24,2021 DIVISION OF WATER RESOURCE MANAGEMENT rA31 301 SL-378 NORTH ELEVATION (left) SCALE: 114" = 1'-0" � .ar or.�ea i 300 I — J 30, 300 SERIES KEYNOTES N - CD cA EUN �Ew.��a.00r.o N l-l—E—TTE-l— o W U e z Wq q ox �c ✓ M � FW O � � a z w .16 , APH1 1a.=oz1 RECEIVED February 24, 2021 DIVISION OF WATER RESOURCE MANAGEMENT SL-378 A302 - � W C-4 ELECTRICAL LEGEND EXTERIOR LIGHTING FIXTURE SCHEDULE 10 04 —BE (S LL (D (D W I PE—lx —ITE �—�—El— --E P.—Il E--E 4tp .eoows.aaar uw,r,�x.,wrv. / ow�xw.,ry nxrewawuox wxoowF� wFeox u:ss,xxo�a I~ -I Qcn ApiI 14, 2021 -N--N =1 Z I Aoll 110.2.1 RIMS, 0! PRIS 0NI go —comMimillifflE N. 201— lob O No 0111H a WIN U. mom I go loom 11 ��I�- on � , 1.114 12.11 111111111Ill 1 ST FLOOR EXTERIOR LIGHLIN F GARAGE LEVEL EXTERIOR LIGHTING PLAN,�& sc 7 L� 17 SCALE: 7777W RECEIVED February 24, 2021 DIVISION OF WATER RESOURCE MANAGEMENT SL-378 COASTAL CONSTRULAT CONTROL LINE ♦ �26 261.RECCRPUBLIC IN PLAT BOOK ST. PAGE ♦ 26-26L PUBLIC RECORDS OF ST.LUCE COUNTY, FLORIDA. RECORDED SEPTEMBTENBER \'\ 15, 1eae. LOT 35 4j0 00`� ♦ \ OCCUPIED \t A IZ '. ZONE - LEGEND ® PROPOSED PAVER DRIVEWAY x 8,90 EXISTING ELEVATION (NAVD) PROPOSED ELEVATION ...,. DRAINAGE FLOW DIRECTION r EXISTING SANITARY MANHOLE - --s__ EXISTING CONTOUR -cs>- PROPOSED CONTOUR A'V i -STD E, 95 CL EL. 8 ON L 33 0 5 338.81 m LOT 37 OCCUPIED 0' 20' 40' 60' COASTAL CONSTRVCTION CONTROL LINE (1978 CCCL) PER WEATHERINGTON & KIRBY SURVEY, FILE Nl"— ' '— n..cn GRAPHIC SCALE: 1' = 20' 12-12-78 (PLAT BOOK 19, PAGES 8A-8G SEASONAL HIGH WATER LINE . ( } EIEV. 5.20 NAVD OF 19M. LOCATED JANUARY 7, 2021 % ♦ � �' ♦ � 10 x A0°� yN h ♦ SJ8'S9JJ'E 5.-- 4� ,� � S22'J40.5'E 2308' ,• OiF xe �c NrOUP x� x x 0 x,a. " ,� ! 5J9'25'03Z J9.Ol' Q A ♦ I ♦� ,�¢yxnh° �� � 1 4N" .o- 52l'l3'S2� Jf. ]0' 1T�"_ ♦ ♦ : xx k1� •v '� } ♦ HIGH WATER LINE LOCATED ON 40 ' �M aye JANUARY 7, 2021, ELEVATION 0.51 JANUAR \ (NAVD OF 1988). TO CONVERT TO NOW } ♦ } .)Oli OF 1929 ADD (+1.49) ♦ ♦ ♦ 1 V r vaRlEs r j vuxs j I I I F..N j LLY 1 I MAx I ""x SIPALE ® P/LE SECTION B—H SHALE ® P/L.LLSECTION C—C rrr 0 20 40 60 80 100 120 • OIMENB015 FRMNED ARE PERPEx0W1UR TO THE 1966.. CROSS SECTION A -A RHf Fauxwnax rs swxN FaR ILLUSTRAnNE wRPOSEs anl.r. I I NI5 � 3 I ,Is I - 36 32 Q z .. -. 28 __. _ 24 2. 18 D 160 180 200 226 240 260 280 300 320 LEGEND ® A aF R. (FMNaHNMEHn msEv aff WTHIH THE FOOTMNET OF THE RESIDENCE ME PoUNDATNw CDNSmU M To OF STpEO - R E V I S I O N S- 6r w.TIII WFe«R FIELD ..MG. I GENERAL NOTES 1. ALL f1EVPTONS sxowx IEREON REl'ER TO THE N— ANEPoCAN NRTCAL OAT1N OF 96e (xaw 1966). To GEMETC TCAL MNN 6 1929 (NGw 1966) ADD 1.49 FEET. NAw 1666 t 1.48� NGw 1929. YFA 2. DEBPoS SHALL BE AEMO— FROM THE a>E AxD DfPosTfD AT AN UP—D OISPOSAE SIT:. 3. CDETFY THAT THE RU NATER& MEET; — SPEOFlCATMS OF RIBSE<TON 628-33.00S(]), "0. 4. D—ATON TO BE REMOVER MW 13.62' TO 117.e6' SEAWAPo) Di THE 273 qY. GNCLDOINO FIX E<cAVAnON) MLL To BE PLACED FROLI 16.04' TO 120.17' SEAWARD OF THE 01- = M.9 C.T. (MOLUOES 258 FlLL COMP —ON) Al 1 A0111, 2021 aaMBF1lEG0.0VE0RNE FT.�ERCE FL65H81 ,a HE+uai LLC M� 6nTWauL. m �y i LOCATION MAP LEGAL DESCRIPTION cBEINna zi ro SxP 36 SWIH,RANGE 41 EAST,O5T. opRTWURLY' DESCRBEDSAS FOLLO'NS. [ G MORE BDxG ALL OF LOT 36 AS SHOWN ON THE PUT U ND PUT NO S RE< 11 T BOONT%.FL A_ 40-16. weuC RECORDS OF Si. WqE Sao PaRCEI DONTAIN NB 0.66 ACRES MORE OR IESS RECEIVED February 24, 2021 DIVISION OF WATER RESOURCE MANAGEMENT SL-378 DIAMOND SANDS - LOT NO. 36 21-011 GRADING & DRAINAGE PLAN ♦ a 1 \ \ \ LOAS (A cayma uNE R% B�C REL/ �9F (SEE C91'- 0 \\\\\ 4.44" O 27 \ 2 SIFUC ,N_ �, d OEO 09/�55/1L9� �E CCCLNDET�) LA \ \ \ \ \ IRRIGATION SCHEDULE (rasaµi.�es�ia�l� MANUFACTURER/MODEL QTY AHC PSI RADIUS mace \ \ \ lscc cze rz/'oH ® Hunter PROS-045'abiP ePraY S -CS s0 —5' \ \ \ ® Hunter PROS-045'e pspraY 4 RCS 50 S— \ \ \ \ \ \ ® Hunter PROS-045'.pspray 18 SST . sk \ \ \ Q Hunter PROS. 'radius 2 1so 3o S' 5 Q H"n PROS-048'11dus 4 So 30 E. A - � O 0,�\ �y O � \ �,y Hunter PROS-0412' retl us 4 80 30 12 Fc.. Ian Enc. al 1" 12.4 \ O O \ p � \ (P Hunter PROS-0415' retl us 2 80 30 15' (OA) \�b 75 4 14.95' ® Hunter PROS-125'sfipspr.Y 1 LOS 3o 6k15' ' 8.7 - \\ 1 GU i 1 177 bY-AON 8 Hunter PROS125' EMPspr.Y 2 RCS 3o 5'x16 Hunter PR05125-sfipspray 15 SST 30 5k30 �1 i 1 'L N91NE5 LIN 04 Hunter PR05126'r,dill 6 180 30 E. li 11Y.'�� Hunter PROS-126'redius to w 30 E. FE I� 04 \\ �\ \ ES. JT'SOieJll' Q� Hunter PROS-1210'radill 3 1So 3o 10 xF FJLLJw NG \ SN ARFA57WHEEIE i 3 a/Ox AIr vJo A® Hunter PROS 1210 radus 4 90 30 10 LTR \ 05 \ SAL SEA VY Hunter PRM1212'red us 1 180 30 12' —'� 1" 14.2 \ \ AA \ ' G e s� z VY Hunter PRM 1212' radi.. 2 »o so 12 " I o5 1�� \ co Ex�r J n MAN- FACT -FER/MODEL QTY PSI RADIUS TI \ r 04 Hunter PGP-ADJLA 5 40 24' 05 Hunter PGP-ADJLA 3 40 2r � \\ \\ \\ SYMBOL MANUFACTURER/MODEL OTY 11 r��04 Hunter PGV-101GV S \ 04\ \ • . `\ BF Febco 78511 J 1 \ \ +++ © Hunter10-0600.PL 1 R Hunter RAIN-CLIK 1 04 9,9 — — — — 15 M WMer Meter 1' (EnsOng) 1 (OAS " 1 1 ImgaLon —Ill Une' PVC Class 21 SDI 21 V 8E7.21.f. y411Y4x 1 1" �a,� 1�a\ \ i + � Imga9on Leterel Une: PVC Clazs 200 SDR 21 1 1/4" 29.0 I.f. PVC ,++ '2 1 -- + \ \+ Imga9on Menl ne'PVG Glazs 20o SDR 2111/4' 107.81.1. 1r' 22.2 1r' 15.51 YMOST/ \\�L\\\y \ \ —= P'pe Si— PVC SCM1etlule 402 s.]Lr. --vFill Eli—ve. S.h—Il404' 12.2 H. 4 \ \ ss RECEIVED February 24, 2021 DIVISION OF WATER RESOURCE MANAGEMENT SL-378 0 5 10 20 30 11, = 'I 0' e � I Lynn Bender Seta Adal 2 I DIAMOND SANDS - LOT 36 I I01, u Y Lake WerM, 33467 11L - � Landscape Phone: 561-644-929) PROPOSED RESIDENCE II2RIGATION PLAN LneaderLara @® H.eom St. Lucie Coun[ , FloridaArchitecture FL-LA6666715➢rR-1 - _ P+rexnm, _ POP-UP SPRAY SPRINKLER POP-UP SPRAY SPRINKLER REMOTE CONTROL VALVE HUNTER I -CORE CONTROLLER - ■ �. 11= I =n .�.� I _ �® IIIIW1'I1711 !_I ROTOR PRESSURE VACUUM BREAKER IRRIGATION SLEEVING IRRIGATION SPECIFICATIONS 1. IRRIGATION POINT OF CONNECTION SHALL BE CAPABLE OF DELIVERING A VARIABLE FLOW RATE OF 25 GPM AT A CONSTANT PRESSURE OF 50 PSI DOW NSTREAM OF BACKFLOW PREVENTION DEVICE.POINT OF CONNECTION SHELL BE ABLE TO MAINTAIN THE MAXIMUM FLOW RATE AND PRESSURE FOR THE DURATION OF AN IRRIGATION CYCLE. CONTRACTOR SHALL VERIFY THESE PARAMETERS PRIOR TO CONSTRUCTION, AND NOTIFY OWNER'S REPRESENTATIVE AND IRRIGATION CONSULTANT IF THEY CANNOT BE MET. 2IF THE POINT OF CONNECTION EXCEEDS THE ABOVE PRESSURE REQUIREMENTS, A PRESSURE REGULATOR SHALL BE INSTALLED AT THE OWNER'S EXPENSE. PRESSURE REGULATOR SHALL BESET AT THE PRESSURE RECOMMENED ABOVE. 3. AN PVB TYPE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED IN A MANNER SATISFYING LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 4. POWER FOR THE IRRIGATION CONTROLLER, PUMP AND OTHER ELECTRICAL COMPONENTS SHALL BE PROVIDED BY OTHER. CONTRACTOR SHALL VERIFY POWER AVAILABLE MEETS THS REQUIREMENTS OF THE COMPONENT'S MANUFACTURER. IF POWER AVAILABLE IS INADQUATE, CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTIC 5. IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC IN NATURE. MINOR FIELD ADJUSTMENTS MAYBE NECESSARY TO ACCOMMODATE FOR LANDSCAPING CHANGES, PLANTING BEDS OR OTHER OBSTRUCTIONS. THESE ADJUSTMENTS MAYBE MADE ONLY AFTER NOTIFYING THE OWNER'S REPRESENTATIVE. B.SOME IRRIGATION COMPONENTS AND PIPING ARE SHOWN IN HARDSCAPE AREAS AND OUTSIDE OF PROPERTY LINES TO IMPROVE ON THE READABILITY OF THE IRRIGATION PLAN. ALL COMPONENTS AND PIPING SHALL BE INSTALLED INSIDE OF THE PROPERTY LINES AND OUTSIDE OF HARDSCAPE AREAS. 7. MAINLINE, LATERALS AND CONTROL WIRES SHALL BE INSTALLED INSIDE THE SAME TRENCH WHENEVER POSSIBLE.. 8. SYSTEM TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 9. CONTROLER SHALL BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. 10. ALL WIRE SHALL BE R38 DIRECT BURIAL U.F. MULTI -CABLE 11. ALL FIELD WIRE ABOVE GRADE OR WITHIN STRUCTURE TO BE INSTALLED IN CONDUIT PER LOCAL CODE. 12. ALL UNDERGROUND SPLICES TO UTILIZE 3M DBY, OR KING WATERPROOF SPLICE KITS, DEPENDING ON NUMBER AND S1ZE OF WIRES. ALL SPLICES SHALL BE MADE INSIDE A VALVE BOX. 13. DEPTH OF IRRIGATION PIPING;18" ON MAINLINE; 12" ON LATERALS. 14. SLEEVING UNDER PAVED AREAS SHALL BE INSTALLED AT A DEPTH OF 24". PIPE AND WIRE TRENCH HUNTER RAIN-CLIK RAIN SENSOR vALvE SCHEDULE CRITICAL ANALYSIS P.O.C. NUMBER: 01 Water Source Information FLOW AVAILABLE Water Meter Size: V. Flow Available: 37.50 gpm PRESSURE AVAILABLE Static Pressure at POC: 60.00 psi Elevation Change: 5.00 ft Service Line Size: 3" Length of Service Line: 20.00 It Pressure Available: 58.00 psi DESIGN ANALYSIS Maximum Station Flow: 20.92 gpm Flow Available at POC: 37.50 gpm Residual Flow Available: 16.58 gpm Pressure Req. at Critical Station: 42.00 psi Loss for Fittings: 0.04 psi Loss for Main Line: 0.41 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 3.68 psi Loss for Water Meter: 1.12 psi Critical Station Pressure at POC: 47.25 psi Pressure Available: 58.00 psi Residual Pressure Available: 10.75 psi NUMBER MODEL SIZE TYPE GPM HEADS PIPE DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC PRECIP 1 Hunter PGV-101 G 1" Turf Spray 15.46 17 201.1 30 1.54 1.76 33.29 38.64 1.48 in/h 2 Hunter PGV-101 G 1" Shrub Spray 22.22 31 322.4 30 2.47 3.92 36.4 44.3 1.4 in/h 3 Hunter PGV-101G 1" Turf Rotor 14.20 8 135.9 40 0.34 1.65 41.99 47.25 1.58 in/h 4 Hunter PGV-101 G 1" Turf Spray 17.71 20 193.6 30 1.83 2.52 34.35 41.11 1.67 in/h 5 Hunter PGV-101 G 1" Shrub Spray 12.35 15 157.2 30 0.74 1.76 32.49 37.63 1.58 in/h \ 1,1111..21 RECEIVED February 24, 2021 DIVISION OF WATER RESOURCE MANAGEMENT SL-378 e I Lynn Bender s6W Aamrway I ND SANDS -LOT 36 Werth y Lake , L DIAMO FLB94B) " I I Landscape Phone: 561L40.929) PROPOSED RESIDENCE rRPJGATION DETAMS Lhaaa..La.on�6n,an.�an, SI�A Architecture FL-LA6666716 S[. Lucie County, Florida I; Planting Plan _ \\\\ \ es \ \ cu '\ _ _ '•3 M ® i,� Illllllllllllu North.. u2. >� N°x.xEoao,ERgE=a °x GRAPHIC SCALE Notes ° All P�Pcaetl Plantmate.ial mall be naa, orbener Nla No., as aefixea by G.aaesana snnaaraz fo.Nu ry k •4 I 5 ( s r\�v' •i \a u'\ g� - \ \ � I \ \ \ ` IT, Wlendu1y-hinssnellb—ASNsnr°mak echo we 9 Y. m VF y eunryafOEo A \ \ lull Ramwary ml NG][M zze .dn c rw door e 'A e bey ��� comneor:Hell yll I d ld fw l"meofnzfallenon_ •.� •d' \ a1t1 .dne oir�alad 9 c, Sidn .d.r­i dLa� va a. aaa anon eomPH \\ \ All movacmrzvro II rcenaMandNllr- 6 OE6O I TON \ BFINGALLO ILUT —IRTHEIPILAr PAGES-6FPDLICNEOOROOFIS,LDOEOOODN]YNPLRNIOA \ \\ \\ \ \ \ \ �x.wx \ �N \ TON, 0° — rvT �\\, \ DWIO B6M10PIAT N0.2 ,.aw\ a[Puc[°as NiP EDarv° O n�.'+m IIU —Eoq E°foi. azoNTN[ A I�RE4mENCEY) \\\\ \\W \� �^. svw uwm ®ma. x.uix m e„mmp<m< \ p•i. P� \"' $�"U <. «.s...<„<.. L\ usw vmMn O .,.,w,..., O 26232�09 \ n•.. y\.+f \ 1 �\ ua. "f 'm y� \p�"v q \ �«�..«,aa.� '.�.+K . � \ � �A ¢•y�avMi>s'r\�.'% � \ .o,.n.m a .�w ...u�za.m LOT 38" Ejl1RTIiJG VEGETA�THONF: _ x. Ve etati!I Plan a \ \ \ ® PMox \ O— SE40AT5 ®— eP�1'1YAN �� w m ScqN," = 20' `\\\ swcP�a.v \ \ \\ \ \ \ ue cws.0 °A�LIAN PINE \\ \r�•a i! a� \ O — SEAGRAPE BEACH DAISVo \ smur\\ \ � \ ® m..v,i. •... O w.ux \ e AOAuma9w.mre� PROPOSED DECORATIVE CONCRETE PAVERS DETAIL IEGEND-INTERLOGNING PAVERS: Paver Sysiema or equal. Planter Edqinq De[ai aeiae.wmr.msen Palm Planting Detail _ m, - ">= Tree Plantinq Detail Shrub & Groundcover Planting Detail "a"s*° ^ w•'°�'°•^^ ] Mai mon v avver. .wm� xs mxxr r o.m.,. x.i e. Pbmaln NO GENERAL NOE58 AFTE"epoe,ae P.,.Ild awe q w +m i. iw, slrow=.I�a.ui mPa+vaao.w Pa. sva,. ev° aw. w.aval M.Rn ow" ,N Nm a kx.°u,n RECEIVED M.w: n s.ma m.a �..n. I� .axeq,N.xdNn, Nwnwaar E6 dvi, Cross Section A mm..m,..I= February 24, 2021 <„-,,.mm �". "� w . awoNx.n6E, m, •, ww a,nnm z.azew m,mm..a. rel.rea Plaoaxy DIVISION OF WATER ' z.azmre wk a.am.�w sell e.aer •"`T""• r.,,iz s.e s.eemocww. RESOURCE MANAGEMENT ............ .................., R� .nrN. _h, Nr6Nom SL-378 Lynn Bender 5610 Atlair Way DIAMOND SANDS - LOT 36 y Leke WorIN. FL 3306] PLANTING PLAN Landscape LPN e� 5s+-�4%sa]m PROPOSED RESIDINCE Architecture �n�fime o St. Lucie County, Florida 97a1' °aFL-LA6666]151.c rat LP-1 ]a SIN i.QOKF>t' CQBYER LIGHTING LEGEND \ \\ \\ \ North \ \ ----- \\�\ GRAPHIC SCALE —r -p -0 ° X+ \ \ \ sEING � OF LOT ANos PIwT No. z, ns ecoF. lNplwr eoolocs�,ryMorvo PAGES—, FIJI—F—RDS of ST. WCIE—N ,FLORIDA �\ Decorative Landscape Lighting Plan Scale: 1" = 20' � Apnl la, zoxl BYMBOL FIXTURE TOTALp "BULBLUMENa TYPEOF MOUNING FIXTURES IS TYPE MOUNT HEIGHT ITEMNE LED ­VNF'S`ED o S W GESBC (5� ) ER Ap�nl 14, 2021 f w...a ere unk.n bus —--plbl. RECEIVED February 24, 2021 DIVISION OF WATER — RESOURCE MANAGEMENT SL-378 ^ Lynn Bender LandscapePD 5610 Atlair Way Lek. W.M. FLa348] =: 5a+-e 2a] DIAMOND SANDS - LOT 36 PROPOSED RESIDENCE St. Lucie County, Florida_fiLT-1 DECORATIVE LANDSCAPE LIGHTING PLANArchitecturA66B6]15 e A/=