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HomeMy WebLinkAboutEngineering ` N e321'00'W(P) N MO P)*P) BOUNDARY AND / N 481e'42'W(P) TOPOGRAPHIC SURVEY ♦\ `y'�y / N 7011'Or YIP) .�� / -/-� IN SECTION 1e,TOWNSHIP 37 SOUTH,R 4O EAST 51.21'(P) �/ \\ �`\` SL WOE COUNTY:FLOODA ♦ v / N 3779'11•W(') `�__ -- Y-- FOM VERTEX DEVELOPMENT.LUC ' \♦ A'� 41.78•p 1 \ `� ♦\ ♦\ 1 \ RESIDENCE T• \ \ e8Yr2r W(P) 1 APPROXYAIE LEGATO!OF \ �FUOOD ZONE DELINEATION TINE \ J / e44(P) \ GUNNER d•PROPOSED TOWER \ \ \ \ J �G, / Qj/. 1 IS 080k FROM SOITHEAST \\ \ \ HARBOUR RIDGE ♦\ 'Fbbt'L / - Qoey�Ag, N 8314100•W(P) COINER 6 RmDENGE ) \\ \\ \\\ PLAT NO.B J\ tPp / SE' 118.e4'(P) HARBOUR RIDGE / HARBOUR RIDGE / \♦ \ \ LAT BOOK 25.PAGE 40 ,\ / HARBOUR RIDGE qly PLAT NO.3 / PLAT NO.4 GOLF COURSE -.A PLAT NO.'8' /Ssy TIP PLAT BOOK 24,E PAGE 18 PLAT BOOK 24,PAGE 19 ,\ PLAT BOOK AGE 40 4�A•epa .�` PA-4 / GOLF COURSE /- \` \\ \ �BY��Y>a1''ROP 1 /A)` LOT A ♦ \\ yy\ FLOOD ZONE•IE ( /. \ \ ( 33 APPROXIMATE LOCATION OF \\ CENTER OF PROPOSED TOWER 1 UNIT 1 \ ) FLOW ZONE DELINEATION uxE - \ IS e29.3 FROM SOUTHEAST LOT 8 \ RESIDENCE / \ _ / \ CORNER OF RESIDENCE �R \ �'c1q f noc0 ZONE•PINE /// \\ / / \x Y� Q - UNIT 2 I -pil C;•Pq giEv r I EcvAnoN-e NAw'm /%' \ ♦ a 51 1\ CURVE INFORMATION q�4r 1 l / / \ / \` DINER O'PROPOSED TOWER RADIUS.1010.00'(P) �:.;.- Otvr 7pxEp / / / \ IS SOWNTER d:PROPOSED TOWER / Is 7Jr3 FROM saTHEAsr / CENTRAL AN -3em'J1•(P) f QEq&r / ( CENTER OP PROPasn)DWTR '/. ♦\Is Dee':mcY souTxeAsr / T lit cog a REsrm—i ARC LENGTH-671.Tr(P) o I ..'� 1 I�ED3a FROM K r / \CORNEA d<aEsr Has / 1 Y -ice j-CENTER OF PROPOSED TOWER TANGENT-J4ee4'(P) / I p' \�,, \ \ 'I / RESIDENCE T. / IS e13.3 FROM SOUTHEAST .:`N / I / \♦ i . // RESIDENCE J CDRNEII OF RESIDENCE /' 1 DENSE VEGETATION 'I /j/ \ / ♦,WE - 1 // ..:� � � INOuouMO 2•-e•OAYEIFH //` UNIT 18 ,��a PROPOSED TOWER 1 TWoy- r aVT / r I 1 LIVE OAKS,PONES.PALM I ,( IS el2.3 FROM SOUTHEAST TREED AND smOBS // \ ) /� CORNER OF R[DDERCE 1 SHEET 2 OF 4/ I cuNTER OFENDM POSED To 1\. l i 1 UNIT 2B /f+' / ' k l IS 31e't FROM WESTERLY UNIT 16 ♦ \ / 1 �yc RESDEMGE. 'yd r: / ,' ( eoR1N131 OF RESIDENCE \\ \\ LOT C I ,� I i% i. ram.\ RmD[NEE. %♦\ \\\ ' II `S7A EUNIT 25 'v 19 7I8 HEEL '3 R000 ZONE'1� / _ - ,,^� / L-,' �' / APPROIMATE CENTER OF PROPOSTD ��d• J LOCATION d' \ \\ \� TOWER TOWER UNIT 2GE IPROPi - / PaOPosEd•� 4� r'L f D xunZONE LINE IS earl: m �sT�j /'� / � `-� '.�� >.L J 1 / \ / i�\\ RDTaee' \\♦ LOT D j . OR F RmDENGE if If RESIDENCE VI, i i i -. �30 i.OFFR ME�sTERLror"°` / 1 OOMOR OF RESIDENCE % i UNIT 13 / HARBOUR RIDGE I _ _ / BAR OF PROPOSED TOWER PLAT NO.8 - 7 IS 471'3 fROI WESTERLY J f \\`4.'4Ay COIFS I Q PLAT BOOK 25,PAGE 40 I ej - .,._` FLOOD ZONE•X' U0.o' CORNER O'RESIDENCE / \\4� \\I v GOLF COURSE `�y, I 4e% J 5 \\ RmOENGE ♦` E ROWER PARCEL N h I I S 02118'fo•E(P) Ad -;t . 2,600 S7UARE FEET s \ / T 2 \ x 1H esow(P) N T2'DE o.057 ACRES I 1 : \ / UN \ OJ RESIDENCE CENTER OF PROPOSED TO 1 � = FOUND SOUTHWEST R AN CORNER GE TRACT A I t HIS 583'GE R WESTERLYEN AND d:P'STAUPED'LB eeUr ROOD ZONE DENSE VEDEGnON .� / UNIT 11 STE BENCNNMK SET ON TOP CENTER OF PROPOSED TOWER INFORMATION: _I s"AmoN.129E NA19ba I HARBOUR RIDGE OAKS PNES PAW xCNMaNOANLIVE T�a PR sasED TOWER usowGE I i HAD d PLAT NO.3 _ ��D. CDRN IS m FROM D"aa Y i LATITUDE-2713'8136•N 320 • HARBOUR RIDGE PLAT BOOK 24,PAGE 18 GRAPHIC SCALE LONOMUDE-501e17.ee•W 12W PLAT NO.5 GOLF COURSE 25 .01$ay e0 1fp PLAT BOOK 25,PAGE 39 LATITUDE-2T3'80.78'N 320E GOLF COURSE LONGITUDE.BD1B'16/8'W 320E Q, I SCARE FOR 24 %30'SNFET.1' SCALE FOR 11•X 17•SHEET 1•-100E \ GROUND ELEVATION-9.e43'NAw'88 aRallo ELEVATION-11.S k3'NOw'2S LEGEND CENTEiR OF PROPOSED ro%ER /1 PENT OF COMMENCENERT: • INDICATES S7 1/2'REBAN MATH THE LOOA710N a THE SOUTHEAST FORMER a FOUND NAIL A USN SECTIRN 2e-J7-IG A9 PEA TIa eaONYATION \\ IS eSY3 FROM NORTHEAST / 1 (NO IDENTIFICATION) `_`�I DECLINE LB 7082 CAP DEPICTED ON THE PLAT OF HARBOUR RIDGE PUT 1 No.3.RECORDED IN PUT BOOK 24.PAGE 18 \\ 6 RmIXNGE 1 � * 1 1\ O INDICATES CONCRETE MONUMENT FOUND A9 NOTED / -- O INDICATES IRON PLY FOUND AS NOTED ® / \\ / � •4 SENOR 5 I \� _(C) INDICATES CALCU ATED DATA BASD ON THE INFORMATION cs DEPICTED OM THE RECORD PLAT FOR HARBWN rmcE LINE Lw° — A \ A I I PUT NO.S.RECORDED IN PUT BOOK 24,PAGE Ie dy RmOENCE D% VAVE I 1 (P) INDICATES DIFO MAMON PER RECORDED PUT ,a0 a GEOINE SURVEYING.INC.18 70M ��INA.R/.(INC JARS°e. SU YING,INC. RM,p1 F0400.�RA/Fx4T� \ (eO OF•wA'(E\ ) INDICATES ASPHALT • G• ^ aYE1,•y.YY4ma4OD CONCRETE b�wiou� /,�I /J ® •,. Ae---- INDICATES HARBOUR RIDGE j NAwee-NORTH AMOOCAN VERTICAL DATUM,1988 ADAUSTYELL RwM t( IC.7'R'/y?L!019 a'� 11019 °Em'aoI"'°'F I / N0w'29-NATIONAL GEODETIC VERTICAL DAIUY,1929 ADJ197YENT. DAVID 0.SHORT PUT N0.5 I x/D'eJ-INDICATES NORTH AMERICAN DATUM,1053 ADJI97YENT. am4� FLORIDA PROFESSIONAL SURVEYOR AND MAPPER HARBOUR RIDGE SITE, SITE NO. FL-8261 \ \ 1 /PLAT BOOK 25,PAGE 391 M-27-INDICATES NORTH AMERICAN DATUM,1027 ADJUSTMENT. CERTIFICATE OF REGISTRATION NO.8022 ♦\ 1 3 J TRACT L-19 I ST. LUCIE COUNTY FIARIDA REVISED 3/12/2O9 RECONFIGURED MO DESOO E%O BED 20 FOOT MR NON- USIVE INGR=EGRESS AND UTILITY EASEMENT OO:rq/EM-f9 VMMCE M=FKW Y.0 1 I °u 4L HARBOUR RIDGE BOUNDARY SUR 1 I I`' ` 11 PLAT ;TOPOG,RAPH SURVEY -\'- \ 7 \ I APPRO)OYAIE LaCAT10N OF 1 APPROXIMATE LOCATION PUT BOON 24,PAGE 1B 1 .. .. \. /r 0• i 4,y / \\ i FLAW NONE DELINEATION lNE + 1 �VEOETATION LIKE PA-4 / 12' 1. p4 9• 1 4'y / j IN SECTION 2ST. 10 EAST9T LUCE COUNTY,4i. 11; 11 V. �2. /a• A7.' FOR:V9EIELI OEVETCPYFNT,IlO j7APPROIOYATE LOCATOR OF / e / ' 4 \ {} /�. 4. I 10, 1 R000 201E OEIJNEATION U. `\ \ / / \ I 31 {... 1 i{ FLOOD ZONE'Ar % EEENATION-a HAVD'ea I` N / W q/. 1 g AIS; r. FLOODZONE WADED Cp. I].9 TOP OF JET NAIL A10 DISK I / \ yyy (NO IOFNDFICATIDN)IN ASPHALT / v/ p),°• 0• y` tL FS F / \ -' MAMON 10.3'NAVD'aB 4u�� ••• /Y CA b \ ! 3 fa t yF \ 1 1u 4� � �/., e. e'B ,• _.. „E`I FLOOD ZONE' `' /./ 611�� �� �••n•vi' 1.9 �r ! I ,MJ kT};. h�a! M O r /\ e N 4u. _--..-\-_\-\.\- \-\-_\- "__1-- CT.. \--.,. _- a-u u..ze +A F1P?u,'�r D'ta6 Afi7vsr�yyFI'`1 r,r 1`ku\�s,(r rr4,,yT}t1t�ry%\Ayt+r aaL°u,r,o-1_;[e/n r,fa'}.N•v? - /.,/s V\O e}/%.i�.-- ,�+�'Zj'��q/\0�• /TIII. "-3ys-.H T- i / i�_ � III �1 1 1I :•Ii II I w, J'w ♦a J It O u4A4 -14.1 HARBOUR RIDGE PLAT N0.3 41 PLAT BOOK 24,PACE IS4SL R8 41 GOLF COURSEFL000 ZONE J HPL A0URIDGE N n -4 .8 X-SHADED • ATA0.--Q PLAOOK 25APG40-- we zTTRA 0 el aBcaxlBxa ��,/;�� •� / 'qF� COI UNE OF 10 FOOT WEGR r i • \\ ... __ - ...\\ T' \ //4/ EAND D%TMJ9[71OR EGRESS /!� I 4b y en \ / NON \/ CENTER OF THE .__ _._ \ r➢ }7A � n-F PROPOSED TONER /:/j� ds• I e.0 4'w 0/`A lz as BENCHMARK.rA AND OISG \'\ )e+L �.j'- r /�/ + % FLOOD ZONE'Y (NO WONTFICA710N)IN ASPHALT_- i •t. ,.•" .ELEVATION--.11.0 IRA1U'ED - -- r (A✓''. PONT OF BECII1b% 7qJ, j// / _.. .. J` ':r• CFN IMNE OP '/ 1' :7.5 ]I'°{'I 11' U111BITY°Ne� / // j / TOWER PARCEL ♦'y S. lee°EOUARE FEET __ _.. .._ _ .. \ ... __ /,�� - 4f• 0.06E AOIE92 �; �•.- - -_J }B• Id 4:, CLUSTER •. \ a., •. ,eta,p W e 'may CLUSTER T ■ e.1 OYSTER lE AT / a_( LV UNiY .. \ THE DEN 10 VROPOSm /%4. LEGEND. \\\ pe / '3• \•i -194.4 I -� a,.4' CLUSTER p INDICATES WRE LB 771082 CAP I1r REDM WIN x 11.6 / N II.O -F % , O DOCATES IRON PIN FOUND A9'NDTED PARENT PARCEL s• ° i 4• y} IMIGIF3 YETAL UCNT POLE HARBOUR RDOB CDUHTRY CIYB,O0. w .5'' w a14' 0• ya.J _(P) INDICATES INFORMATION PER RECORDED PLAT \ L TA%PARCEL N0.M2S-e0}OOp,1-p ]'CLUSTER Y % 120 INDICATES TOPOGRAPHIC SPOT[IEVADpI If} /OFFISAL RECORD BOO(92B,PAGE 252e [ •,ELEC• INDICATES CASPHALT ONCRETE / y, ' � � 0 ulmwtEB caaE�E xL0 4',/ %1I.e DAT�:/E�1G Z N 0 y INDICATES OMEN HOE LOCATION / Ay w1o.9 1•• PLUMB: ,. p INDICATES PALM TREE AS NOTED 3••: A [HER E9 SRIGTION VALVE ---- 1- 1.6/� I 4. 19{./ J• .. MCATE9 PINE THU AS NOTED /4. 4• DATE: - p• INDICATES OAK TREE AS NO1m �r MECH: INDICATES CEDAR TREE AS NOTED /`le i00T N10E NON-F%0.USYE aT, INDICATES Y WAX Y7RTIE TREE p1,OC Fly' {' 711EE NOTE INDICATED THEE SZE IS TRUNK w - "4• UTUTY FAJFI/ENT 4 DATE: DMETER O INCHES.,-B FOOT ABOVE GROUND • S D(r]'fe / eeB]05 ACE FEET 2 w11.5 AC, al°.4 2' - HIM 0.208 ACRES A: O}�'dR•- J '' GE LINE UNIN' a �A cl - 4i, ---- o-s ONTRACTC1k 4l 4'• •r SURVEYING,INC. �•HI`"°°°a'-E"R"-«' SITE DETAIL 9axwpwn.Wo.9aW 4w Ii r GRAPHIC scAtE oa ItAT9 nNm AT 1rI0M ` e• w 1 Lt.- 4:, -° P 0 le P +0 20 1R', u,. n°ro oWm .� oEmwO x TDIF wf\ SCALE FOR 241 X b SHECD 1•:10' HARBOUR RIDGE SITE, SITE N0. FL-6281 �. ✓✓°a' r a e SCALE FOR N•X 17'SHEET:1•-2W ST. LUCIE COUNTY FLORIDA . OABN/TµTF vxir=DBFCCEe@7Z,EEC -j]DF 41 T: _ REV DATE DESCRIPTION TREE PROTECTION NOTES D PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED TREES DURIN6 SITE CLEARING ( TO CREATE A PROTECTIVE ROOT ZONE AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION,SITE Oc. 4 2 ,.1,1 CLEARING AND CON5TRUCTIOH ACTIVITIES ARE COMPLETE.BARRICADES FOR THE PROTECTIVE ROOT ZONE SHALL BE ERECTED AT A MINIMUM DISTANCE OF TEN 00)FEET. ST.Lucie County,PBffiIILLIFIQ 2)IN5TALLATION OF ARTIFICIAL BARRIERS SUCH AS,PROTECTIVE BARRICADES,FENCES.FC5T5 OR MALLS SHALL NOT DESTROY OR IRREVERSIBLY HARM WE ROOT SYSTEM OF PROJECTED TREES AND - 6RAND TREES.FOOTERS FOR HALLS SHALL END AT WE POINT WHERE LARGER ROOT5 ARE ENCOUNTERED,AND THE ROOTS SHALL Be BRIO6ED.POST HOLES AND TRENCHES LOCATED CLOSE TO PROTECTED TREES OR GRAND TREES SHALL BE ADJUSTED TO AVOID DAMA6E TO MAJOR ROOTS. 5)ALL ROOM TO BE REMOVED WRING THE SITE CLEARING PHASE SHALL BE SEVERED CUBAN AT THE PERIMETER OF THE 5E5HSNATED PROTECTIVE ROOT ZONE. USA ENO 1111111 NO.: ------- 4)A TNO-INCH LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OP EXPOSED ROOTS OP ORAwN BY: CHECKED eY: 00 NE PROTECTED TREES AND DURING,THE SITE CLEARING,PHASE. BG I.ui FLOOD ZONE �%00 ZO 5 EO 5)ALL TRIMMING OF PROTECTED TREES DURING DEVELOPMENT SMALL BE DONE BY A QUALIFIED, / \ • 4 LICENSED TREE SERVICE. ---- VERTEX / fi.9 EXOTIC PEST PLANT REMOVAL NOTES / /X� \, , +♦\1 \\ 4j APPRO%INAL V[IOYHFH I.LLf l� OCATON OF ALL IWA51VE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER CHINESE TALLOW AND FUNK TREES,MST BE / \ ■S%\ \ ROOD ZONE REMOVED FROM THE SITE, EXOTIC TREES ARP 5HRU55 SHALL BE GUY FLUSH HIM FINISH 6RADE. 405 SOUTH DALE MARRY // •\ -� \ \\ DELINEATION RESULTING STUMPS SHALL BE REMOVED FROM WE SITE OR TREATED WITH AN APPROVED HERBICIDE. SUITE 24q 4' LINE CONTRACTOR SHALL TREAT CUT STUMPS WITH GARLON BA,TROOPER OR RODEO HERBICIDE TO THE TAMPA,FLORIDA 33609 CAMBIUM LAYER AS PER MANUFACTURER'S INSTRUCTIONS.AT THE RECOMMENDED STRENGTH TO PREVENT PH:(813)335-4768 .,k \• \ \ J j RE-GROWTH.APPLY HERBICIDE IMMEDIATELY AFTER TRUNKS ARE CUT TO PREVENT SAP FROM SEALING �' YY) m 9 // *\ '\ \•�; \ �7 UN ER DS.REMOVE ALL HASTE MATERIALS PRODUCED BY MI5 WORK FROM THE 5ITE AND DISPOSE OF / \\` \\ 1�• ^. THEM IN A LE6.LL MANNER. PROPERTY OHN:R SHALL PROVIDE CONTIMED REMOVAL OF NUISANCE.EXOTIC PLANT SPECIES THAT ry \\Li4,2 ``IJ.9�/ / -\• /'\� -\ \� BECOME REESTABLISHED WITHIN COMMOWOPEN SPACES FOR THE LIFE OF THE PROJECT.REMOVAL OF ALL WISANLE PLANT SPEC ES FROM UPLAND PORTON5 OF THE 51TE SHALL BE COMPLETED PRIOR TO aml.vls Ru,RCua �7f 7.1 THE FIRST CERTIFICATE OF OCCUPANCY IS6UANCE/FINNAL PLAT APPROVAL,IN ACCORDANCE MTH 815 SOUTH KINGS AVENUE 20• ■ SECTION 101.4.E.(1I5.4)OF THE LDC. BRANDON,FLORIDA 33511 `M.7 PH:(813)657-7BID PREPARED BY: ANDERSON LESNNIK LIMITED,INC. IBndacape BIcMEec—t— I 4921 SOUTH WESTSHORE BLVD. TAMPA,FLORIDA 33611 < PH:(813)831-9595 \��� i // )/ � / !{■ If i TMiEN IOFAT+cE 0'FROM PROM—TREES q r {.' / - ORANGE LONSIRUCTION 1•�\\/ -TO h/ / 8.4 y SAFELY PENCE /y1 ae\ \ \`\ R eke* J / \ \ \• 4X I TREE PROTECTION DETAIL I ( w ALL EXISTING TREES TO REMAIN L.B THE PROTECTION AREA SHALL E / EL BARRICADED A5 PERD S DETAIL.BARRICADES SHALL VI ERELTFOF BEFORE / PARENT PARCEL F @\ 3■\ �2x �� 9 SITE WORK BEGINS AND SHALL REMAIN FOR Tiff ENTIRE DURATION OF THE WORK. ■ / HARBOUR RIDTM COUNTRY CLUB.INC. �\ 184.4 1•ll.fi / TAXOFDCALCEL NO.442RECORD BOOK6O1-CPj'3EA1Aj]6 / ——— C4pF 3- SYMBOL LEGEND TREE LEGEND 3'CLUSTER % ® INDICATES GOPHER HOLE LOCATION 0 ■ ag.J ♦J, ) 10•\ p$ INDICATES IRRIGATION VALVE JANUARY 07N 4019 / I ♦ I TO REMAIN PINE L:ALYSON UTTER,PLA ' / J'• \ ) TO REMAIN t INDICATES PALM WEE AS NOTED J� INDICATES PINE TREE AS NOTED FLORIOA LANDSCAPE ARCHITECT 4 / •It6 - '� ■ INDICATES OAK WEE AS NOTED NO.LA 000T 103 •J• .1O'9 - 2� i Ew5TIN6 TREE OR PALM 0 INDICATES CEDAR WEE AS NOTED X 20' TO BE REMOVED INDICATES 3•WAX MYRTLE TREE WEE NOTE: INDICATED TREE SIZE IS TRUNK HARBOUR RIDGE I —I TREE PROTECTIVE DIAMETER IN INCHES,4-5 FOOT ABOVE GROUND FL-5281 I BARRICADE I� � 12600 HARBOUR RIDGE BLVD PALM CITY,FLORIDA 3499Q L ST. LUCIE COUNTY TREE MITIGATION allSHEET DESCRIPTION NATIVE TREES REMovED,W 20•PINE,(13)4'OAK,4)5'OAK,0)e•OAK TREE PRESERVATION REPLACEMENT AT 2 TO I RATIO FOR 12-OR GREATER•20•X 2•40 REPLACEMENT INCHES REOXITED - & REMOVAL PLAN NATIVE TREES PRESERVEO CREDIT5 AT 2 TO I RATIO 40•X 2•DO'CREDITS 6 ' 40-90•40'CREDIT.NO REPLACEMENT INCNE5 REGNRED SHEET NUNpEP Wq 11)(17 ECALE11••20'-0- y 24X3e ECALE.1•.1D'•0- Ru DATE DESCRIPTION PLANT MATERIAL LIST LAND5GAPE REQUIREMENTS 10'WDE LANYJLAP[:BUFFER REORREO FOR ALL SIDES SYMBOL .1. BOTANICAL NAME COMMON NAME SPECIFICATIONS NATIVE DROUGHT SPACING I TREE FOR EVERY 30'of THE PEW METER 6 THE S REO UND ' TOLERAN _ �fp•/9p.q TREES-9 FASTING TREES•6 TREES REOARED FE 6 PINES ELLIOTTU SLASH PIMP 14'HT K 5'SPD.23•DBH RP& TB YE5 A5 5110TYN ,D LHRYSOBALAVYICACO —_cOLOPLW 24•HTK34•SFD,9GALLON YES T. --- LANDSCAPE INSTALLATION NOTES D ALL PLAINT IMTERIAL5 SHALL B!FLORIDA EI OR BETTER A5 GIVEN IN FOR I1mcc0.Y RANT5.LATEST EDITION RI9LIEHED BY THE FLOWOA MltAFI—OP—RICULTLRC AND USA ENC PROJECT N0: ------- TREE MITIGATION LONAFBR BERM . NATIVE TREES RE—(U 20•PINE,09)A•OAK N 5'OAK.(I)6'OAK 2) LOCATION OF PLANTS ON THE RAN ARP DIA6RAHHATIL-BE B TIR LANO5—ARCINTELT FOR DR.YWN BY: CHECKED BY: REPLACEMENT AT 2 TO I RAPO FOR 12.OR&BEATER•2O•X 2•40 OIESTIONS ON EKALT LOCATIONS.THE PLANT IMTERIALS LIST IS PROVIDED FOR THE CONVENIENCE CP SG LW REPLACEMENT INCHES PEOJIREO THE LATdKLAPE CONTRACTOR.SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLAINT L15T AND THE PLAN,THE FLAN SHALL PREVAIL. NATIVE TREES PRESERVED CR ITS AT 2 TO I RATIO 40•X 2•80•CREDIt$ 91 IT 15 THE LANDSCAPE 00 G TORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE VE RT E X AO- •AO'CREDIT.NO REPLALEMENt INCIffS RE PROPE ONRED R pRAINA6E FOR OpnHUH PTIMM GROWTH OF LANDSCAPE HA,­BEFORE INSTALLATION BEGINS. A) THE CONTRACTOR SHALL INSURE THAT ALL RANTIN6ISLANDS Nib OTHER AREAS SHALL BE GLEAN 1 OF TRA5N CON&TWGTION DEBRIS,OR OTHER WASTE MATERULS TO A DEPTH OF 24•PRIOR TO LANDSCAPE INSTALLATION. 405 SOUTH DALE MARRY ` / / 4� 5) ALL RANT LT.S— PRI RI-SHALL BE T NISH WITH A PEIE-EMERGENT HERBICIDE AND THEN SUITE FLORIDA244 TL00 20NE TINIHUH SSED WITH 9•DEEP PINE BAWL N166ET5.ALL NEH 10.EE5 SHALL NAVE A TREE RING HIM A TAMPA, IDA 33609 fL000 ZONE`R` 2` `A.S OEO NIMLM OF 2A•RADIU5,ALL NEW TREE9 MID PALMS 9NALL BE STAKED.ALL E2DSTIN6 TREES TO PH:(81}_335-4768 / R 4 j REMAIN SHALL HAVE A 6'RADIUS HULLH RING AT A DEPTH OF 3'. ) _——— 6) NEH$Op vIW.L BE AR6EHTItE BAHIA APPRONIMAIELY 9360 SO FT,W TI@ LOCATIONS SIKJEN ON / \ ^ ` THE PLAN.LONIRACTOR SNN.L DETERMINE ENACT QUANTITIES IR IlS IN S PIELD.50D ARIAS SHALL BE ',� S gNTAINED BY THE LOMRACTOR FROM THE TIME OPF I NSTALLATION TO THE TIME OP FINAL APPROE j UAI EPfANLE. �5 A \ FOOOD ZONE T) TREES 5NRUB5,AND 6ROLND LOVER SfNLt BE INSTALLED U51N6 THE FOLLOWIN9 PFOLEDURE. ��- f \ DELINEATION ON PLANT PITS SHALL BE EXCAVATED TO 11•EGE THE ONMETER OP THE PLANT ROOT BALL.AERATE B1 S SOUTH KINGS AVENUE L• •/( L NE ERISTINS SOIL BEFORE BPCKFILLIN6 PIT. BRANDON,FLORIDA 33511 ]• 8) TREE INSTALLATION,ALL REOJIRED TREES SHALL BE R15TA ED I•-2•ABOVE FINISH GRADE. pH:(813J 657-7BIO TREES INSTALLED OR EMIEO TOO DEEP SHALL BE RESET TO THIS STAYIDARM REMOVE THE TOP IA OF THE HIRE BASKET5 ON ALL B 4 B ETOC. PREPARED BY: GF0KN 5PREAP ANDERSON LESNIAK LIMITED,INC. 4921 RSOUTH WESTSI SYMBOda HORE BLVD. ® L LEGEND TAMPA,FLORIDA 33611 \ "l Rry°erbu6n H'iuw 1.xwe BAHIA T50D .PH:(813)831-9595 5T µoNL2T1 ;/ .B.O rosi�e DNew LPHa,ML 4• , INSTALL IF6 A�uiuTY'E LANDSCAPE GI / �, Plwsn&RADe 10 QUANTITY ��i rwe soc QV SPECIES 1 ] �1 \ -.) 1 / ! �-• / e�frrtIO SYESRAoe \ i 00, / r �� ,C / ��, ,/ B.. E OFFLUIDPT.TE'T'AI�,"i?,IA N'rSRHIL-RATE "�i��.[i TREE STAKING AND PLANTING DETAIL �,eV � •10.9\� \\.\` :. 1•.� I /, IT�TfR�Ul.T��O�ROvax65�SUSPt�� JANUA W 071 201E ^ / i TD L.ALVSON UTTER,PLA ` \� ` / //• nPFLY ov op A FLORIDALAND6CAPE ARCMfTECT $ PARENT PARCEL i�� / HARBOUR RIDGE COUNTRY CLUQBl,INC. A , 194.4 2�KT1:+'E y AxT Br, ND.LA 00011fi3 "''S / OFFCALTAX CBECORD 80015928.OP&-A26Zfi TREE LEGEND HARBOUR RIDGE / �] 4T Ma.cx LAYER INDICATES GOPHER HOLE LOCATION / ]`MUSTER ]• ��oCEP ^ INDICATES IRRIGATION VALVE L-5 81 -m�+ tl / R9.3 A * INDICATES PALM TREE AS NOTED �`—`��" u / ]' mR eACKFILL A INDICATES PINE TREE AS NOTED ■ INDICATES OAK TREE AS NOTED 4 / Rt15 - en5nxe 5mL O INDICATES CEDAR TREE AS NOTED 1PALM CITYB�LORRDA0349900 ]• •10.9 2` 0 INDICATES 3•WAX MYRTLE TREE Y 3R .• I TREE NOTE: INDICATED TREE SIZE IS TRUNK ST.LUCIE COUNTY LDIAMETER W INCHES.4-5 FOOT ABOVE GROUND SHEET DESCRIPTION SHRUB PLANTING DETAIL LANDSCAPE PLAN s SHEET NURSER g 11X17 SCALEI I"0 2D'4^ S L-2 24X36 BCALEI 1^R RCV DATE DESCRIPTION - IRRIGATION MATERIAL L15T DRIP INSTALLATION NOTE5 4• eG°°fu'�cNw°°o`i wwi°eG°.'os`s°�"°Lww'cei.F� ']� 4■ ']B SYMBOL QUANTITY MODEL NUMBER wuPLPe Wsrrw.nwL 0♦ A G FLB•30,3D 6R1 FULL LIRLLE BIBBLER ])OiURVE—wOR—G ITRI9 IW—Wnreo O�RiI M� x6A '].9 f 950 LP PLD-tO-I]-34o,LAI�iLAPE oRIFLINE 4 Icv-las-Fs-ns,r Icv FarER-ELecTwcnL vavE Punrlxs a AT Aa,u•ON mxrea.o AND N TNe oPxLln zowa y •0' 1 XG¢L�i0`SM LL eE'PI�Fa V�meP�NI.AA—TO \ / / MI FL00 ZONE ® I ILZ-ICI,I'DRIP LONTROL ZONE KIT p. �R.Ao.f sr PRessne wslAAroa ro FLOOD ZONE'X- ]� 4 •X•6 DED- f100 LF 1-V4•NIL,SLNEDULE 40.MAI.-W M SMALL E I S F 4-Oa EKMFL Y GASTDEO TO YY \ )I- 1-1 _�� 6.9 rlE GRADE EVERY 4.ON CEMER USA END PROJECT u0.: ------- 2/ I „2 /X/ A 5'� \\ 40 OCAODNADG DRAWN BY: CNCCXEO Bx: ■ I4.Z FLOODDEU ONE IRRIGATION INSTALLATION NOTES Iw \ LINE ULL pJNI>TTIES'YYJfN ON nE OrrX•NUNGs ARE NOr eUMANTEEO AS f0 ALwPALY ANm ARe$ImFR POR r1E PuR 9 oP 110ICATING VOYRIG \ ]� Cl wMK. SHN.L Be ra Pe5PO 151UTY OP TE BIDOEA TO SA YY N P AS TO T¢ALLNtACF Of THE eUARYTIE. Ax�. -�-\ \- _ \ �: M„ �,�,� g GEI,D�,.,�ASDEI»s—A—W-IXELY—.IE IN eNLDIN=�BDENPA.�xr.OR OUTSIDE OF �/ERTEX IleIg` /•\ .Ip•\ \-\ - LYE4 CA 6rFPMK.CLARItt OILY.wErEVPR FOLLIa2.PWx915 TO Be WSr/31EDWma APPA4 405 DFSOC[UTLO l( ]. S)IHs1ALL IPwGAitaN SYSTEM IH ACGOROANCe wiu ALL AFPLIOMLe CODES. G II I'I1,1 -lt1X -1].9�/ 3,4 Ji / y \•\ \'\ �\\ nre BILS ARE LAE c Ar LOCAT—w,Eae An 41 IxvEAse W vze occlns.catrtl E Pwe slze wra slzE wcaeASE Is IrolcwrED.PrvEs H DALE MABRY- .q PM ee INsrALLeO Kc WU.KS,ORBS Oa HLLLS TMY SHALL ror Ee WSTALLED W ra Mpq.e OF PLANIEW.CONTMGTOR SNAIL SUITE 244 7 EN nArs To cerFrwe¢Twee ANo PALn LCGAnoNS Mvx Lwe Arm IAiFIU•L5 SHALL az scN 4o we. t7'9 O' r.o TAMPA, 3)33A 4 609 / ® \), v\D •� % fl ALL r ANo ALL ,EAnso ALI.I INSrALLen DN w•Loxs FLex PIPe coMaSE ST -N sIM.LL Be]D•'IN IEISNr oa v PH:(B 13)335-4768 `- 1•.T ABOVE SNw,H9. EwlMxevr 9NLLLfK BY HNRR UUe99OM.PHISe STA1e0 Ox raPLAN SDURLe IS AN MMM IRRISATON sYSRM wrH CORTROLLM/ TION SYSRM oAPEs Pe I]GPN AT EO M.u aI1B Inm FOR—cTIXB TKO / \' �/ sv�vn ro ne coNrPaLea sNX4l oe rrPe a.a AHs wae.wix we INviwiloN zrnE w,fa swat ee caaf eo°em.,D cG.9+oN wPe O ce were. s sNUL x PAnmmD n°°ef.,w-sro.srAtoARo.Plxe B•LRA,reI Ilame vAwe Eons. ET DON+ELIF9 ro AN e,4sr coxlPS,,M nFreR so DAr CO Elf.Cc.RACTc SMALL PARRm,coxmouea hU •/ . owe4;R w s PERv LAu'T's°L:Lw`TB�R RezrwLnolf•,. srsTeH IMZTALLAn°N Is c°faLere L°NIRALT°R sNALI PRGVIPB Te ll NN =4-01 I - \ / / �\ 1 xR.o r,TwAAs-BwLT ORIJ0N0 sIxJwxa LccArmH rnD`wate°"ilaT+ieADs.vALvez uo PlPe. vieIInx A'isPLAN Bi E'v0-9- si¢°ro T'm YiRa MIrn 4wlcxE`�LveRTYv°asloiewa°IU Ir Rre L—AND.-IIH n°e su,TeFiu COro'TI°x9.TNe 815 SOUTH FLORIDA AVENUE ((1 / /k, / / 1 ♦4• BRANOON, KINGS3351E ;,PHE��9�T4O DR WLDPDeeD FAMED suu•Aegis LPDss—CAn-LIN�AUL PSP�I�K�i 51WPACES SNUL Be IN Sleeves. eves PH:(813)657-7810 (e / / 1 K w K. r µ]OlAnerER OR AS SPELVRO ON RAN. 9 w9T 0e OUT TO-TALL IRPIOATION NPe, Z O O UO I / / ' / / A I ). sIw cur ex I r1E raeom rrENGx rs�AIR wrs wrN AN eanvALrJfr rAreRIAL ro MArw mozrwG. PREPARED BY: \. / �'�� % / w LML°vEP.FPwIceIB•www,wrcRovBLELEE.'Ez.m•MWINf+wvEaovER*oP°FNAWLIreAwcoliPOLwwNG•AwD' ANDERSONLESNIAR LIMITED.INC. / / � y/ / wvFx oeR ANr°LNeR IrerALLE°IawarnN nPum. _ IenOeeepe erohlteeture �; 4921 T T MPAHG OESTSHORE RIDA 1311 BLVD. gI /z /J/� 14.3 \/ \'�.� \ / f]]/ / PH:(813)831-9595 RA o •i,£, / \\\ \\ \ _�• � / �,a.eNx of AxrA / PARENT PARCEL 30 A' U / X PARCP RIDGE COUNTRY CLUB.INC. ♦ \` -, 191.4EL ' •ll.fi / OiTIDCRECORO BOOK42 69 B�PALE 7S]6 \ — ` / Qi wefwNr wlerWO / e ®rVL w+rLY nre rwal OWm0. / ]-CLUSTER {} ]•. x9.] 0rvc_ ewes,rPe � /'�/ 1 / ]j, ® •/ XNA _ JANUARY 07,2010Is . Bo-INCH Ll—LENSTN of 4reie L.ALYSON UTTER,PLA wRe,-LED ON-SURFACE DRIPLINE INSTALLATION FLORIDA LANDSCAPE ARCHITECT gFINISH GRADE HATFR PFOOF GONIEGnON5 NO.LA 0001163 VALVE BOX LID NIL SLH BO ALVE EO%wTH LOVER `'" 1 1 I/]•NIPPLE TOP OP FLLLN JVHJLE 1 PINt�HBRnDE HARBOUR RIDGE wRE LOMELTORS ELLN DRIP ZONE LON—L Klt. VALVE BO% IUNTER ICZ-I51.40 FL-5281 NIL SLH (INCL. VA,-.wL TEE. T]R4[ IVSPAO IN4ON aNG E 40 TEE FILTER ANC PRESSURE KEATORW eIX x 12600 HARBOUR RIDGE BLVD IEA� NIL LATERnL4 a ].Lovs PLEx PIPe PALM CITY,FLORIDA 34990 rD SCH 40 HALE ADAPrEa(2) ST. LUCIE COUNTY L �p•Odd p4ws$ge9Rd 4 NIL SLH-V UNION(2)FOR LAreJiIJ. SHEET DESCRIPTION wLSGH CO ELL o$dOdO$oo$R$$ SEFL I.-ASSEMBLY - BLOLK(I OF 4) ` we scH eD NIPPLE,CL—(2) BUBBLER DETAIL IRRIGATION PLAN t0 MAIN LIRE NIL SLH OO NIPPLE NIL MAINLINE 11X17 BCALEI 1'•a 20'.0" .6 4'PEA GRAVEL 3-INLN MINIMJM DEPTH OF 24X30 BCgLB1 I.,R 10'•0" 31-KcIN HASHED GRAVEL SNCET NUMBER ELECTRIC VALVE DETAIL pRIP CONTROL ZONE KITCONTROL ZONE KIT L-3 REV DATE DESCRNPTION A 0/I3/21 PREIIIAINARY MS REV'A' VERTEX DEVELOPMENT LLC B 08/18/21 pREMINAT/GD$REV'B' 3630 W. KENNEDY BLVD. TAMPA, FLORIDA 33609 ERE]CEIVED D54 ENG PRD,ECf ND.,DRAWN Dr: CHECKED BRPROPOSED WIRELESS TELECOMMUNICATIONS TOWERerrniE VERTEX 124' UNIPOLE �o, GEYELDPNENN,.LEE REVIEWED FO 3630 W.KENNEDY BLVD. HARBOUR RIDGE - FL5281 •TAMP(B13)31135 4768 CODE OOMPLIA PH: 12600 HARBOUR RIDGE BOULEVARD STaLUCIECC "y PALM CITY, FLORIDA 34990 So �C - - - 815 SOUTH KINGS AVENUE BRANDON.FLORIDA 33511 PROPERTY INFORMATION PH:(ELM)657-7810 1.VERYo,DEVELDPYE.SITE WARE: HARBOUR FUME PREPARED BY: M 3.VERTEX DEVELOPMENT STE NUMBER: FE-axel 3.TYPE OF SNNUCR1RE UNMUNEO WWELESS SHEET INDEX 24'UNPOLE ®IENd PORTION OF SECTION 26,TOWNSHIP 37 SOUTH,RANGE 40 EAST TEIECOMMUNICKM S TOWER INEERING 4.SITE ADDRESS: 12800 HARBOUR RIDGE BOULEVARD SHEET DESCRIPTION LATITUDE:t 27G 13'51.36"N LONGITUDE:t 80'18'17.66"W PUNT CITY.R 34990 2818 CYPRESS RIDGE BLVD. 5.PROPERTY DATiFA: HARBOUR RODE YACHT&COUNDRY"us,INC T-1 TITLE SHEET SURE 110 TOWER GROUND ELEVATION:_9.8'(NAND 88)l 11.3'(NAND 29) wESLEY CU➢J R JJs44 '1' 9.PARENT TRACT MM. 4 8.157.2 SF/9.37 ACRES (81J)5a4-0385 7.TOTAL PROJECT AFIFA 5,ao0.o s/o.12e ACRES N-1 GENERAL NOTES FL ca/31705 m' LOCATION MAP-NOT TO SCALE AERIAL MAP-NOT TO SCALE B.PPE PR� ROUECT Mu M-1 ENLARGED AERIAL Imx TOTAL L-E ARM. 2,500.0 SF/0.057 ACRES C-1 OVERALL SITE PLAN 10.FFACENT TOTAL(EASE ARG _ Ok I 1 V a \,1 ti /PMENr TRACT: 0.61 v. TOTAL GO POUND ARM. D.O SF/D.057 ACRES C-2 ENLARGED SITE PLAN 2s0 I. ,, 12.PERCENT TOTAL COMPOUND AREA C-3 SITE PLAN Q•� Its /PARENT TRACT: D.els �.•'�CENf' V 2.190.0 SF/M05D ACRES C-4 SETBACK PLAN f••• 13.TOTAL LANDSCAPED ARM. g i TOTAL 14.PERCFM DSWE9 No 72513 ) 1�: AREA/PARENT TRACT: 0.54 1 C-5 ZONING & FUTURE LANDUSE PLAN * •:*_ ,� i L+ 15.TOTAL PARIGNG ARM. 20G.O SF/0.005 ACRES "� I&PERCENf TOTAL P`UMNG C-6 TOWER ELEVATION & COMPOUND DETAIL - - AREA PARE.TPACT: 0.04■ '-O TOTAL I'MOUS PROJECT ARM. 2,190.0 SF/0.050 ACRES C-7 GRADING & DRAINAGE PLAN %10•• STA 0 •�\ 19.PERCEJ TOTAL PFIMOUS PROJECT \ R , AREA PARENT IRAM 0.54W C-8 SITE DETAILS �ii�JL •••• c a(Y`�J �(r Y •' .,.a.,r-YUr 1,.ySJ Yet:. 3 M.PAPA I PARENT TFARVO S TAM. ]0,B'0 Si/O.079 ACRES C-9 SITE DETAILS • ^y; M.AREA NT TOTAL WPM; PROJECt C-10 DRIVEWAY DETAILS ZONING DATA E-1 ELECTRICAL NOTES AUOUST23,2021 IONNO DRTRICR PUO -2 ELECTRICAL PLAN E E 2.JURSWMON: ST.LUCIE COUNTY,RARDA MARL MAIER,PE eap PROJECT DESCRIPTION DRIVING DIRECTIONS 3..LEASE AREA, 2.500 S.F. E-3 GROUNDING PLAN FL PROFESSIONAL ENGINEER LICK 72513 oG iMY LWPA 4.PARCEL Loa 4425-605-0003-G00-5 THIS 15 M MPLICAMN FOR LVE Ftl3lG p,4 DOf V!E R,IF ROR,AR H TAW S 1RNm 5.HARDIW REQU-ENTS,- FAC6RY WU.BE UNMARNEO AND NOT MR HUMANE E-4 ELECTRICAL DETAILS Y ANEW WIROE55 TEIECAMYURGRONS SUPPORT STRUCNNE 2I,TA,2 RVP RONT FOR BhTIO-,OL w TOVID IMflNO/KNTp11WTWa AT WITAIION.HARDIW ACCESS NOT REOUWED. ON 10,THE RDR ICI IA-R,Mom aNIaIKAAaIA ,TART ROD MmIR-caB, E-5 GROUNDING DETAILS HARBOUR RIDGE 124'UHPOLE AND 2A00 B.F.FENCED COMPOVND FOR gNyS S/M-M 9/BYVIOY IR IIRI UFf to Sur d UB-99 s/91.0 9/OFm B.AWACENT PARCEL ZONING: N�OURMM;PUD UNMWNED WPElE55 DATA TELEGOYYURGRON F/CINBS. [/9f-im 9/E YWI i1HT DL RTP ROP Oa0-G NNE RRP-CR SFAST:FUUD FL-5281' RGRGS IRE IOPIA IDUIII WY Ai Dal Ia ME PIED BDR NO IOIO,9O&OR WEST:FUD OE09110.IIRU IIIT OD0 SE ELaa f0.TURN IMT OIR 1W 0191 f41 IIR118T O(lo N6 I9ffEXXM POOL OO4 IWI OOG O110ILYIl 9R B M M ROB. 7.ACIWL TOM SETBACKS: NORTI:]G4A'S UM: x,.l't ARaNx AT. Irmo Hw9auR RacE BOONARD,PUEI MY,n R990 FAST:eG.x# 12800 HARBOUR RIDGE BLVD wEs7;4 e.4t &TYPE OF DEVELOPMENT: COMMERCW. PALM CITY,FLORIDA 34990 CODE COMPLIANCE 9.PROPOSED MWER PARJUNG: (1)ONE ST..LUCIE COUNTY 8 -FLORIDA BUILDING CODE 7TH EDITION(2020),ANSI/WM-222-H SHEEr DESCRIMON / (ALLOWED PER EXEMPTION 85 OF 1609.1.FBC 7TH EOMON(2020)) CONTACT INFORMATION ULTIMATE WIND SPEED.160 MPH MPMWfT/TOWER DARNER/lFA5ENOL0 LIRE HOLDER/PROPERTY OWNER CIVIL FNOWEFA SURVEYOR POWFA COMPANY 11LG0 COMPANY TITLE SHEET .' BASIC WIND SPEED r 124 MPH(NOMINAL) Yom DEVO.OPMENT,LLC. HARBOUR RODE YACNT& USA ENGINEEIBNO GEOUNE SURVEYING,INC. FPL AT&T RISK CATEGORY0 36.W.KENNEDY BLVD. COUNTNT Me.INC MARC M4ER,P.E. 134]0 N.W.104TH TERRACE EXPOSURE-C TAMPA FT.OWDA 33609 12600 NW HARBOUR NOCE BLVD MR CYPRESS RODE BM. SURE A SHEET NUMBER IMPORTANCE FACTOR-1.0 (613)335-47a6 PALM CITY,FL 34990 SURE 110 AUCHUA FLORIDA 32615 -NATIONAL ELECTRICAL CODE,2017 EDITION(NFPA 70-2017) (313)g CHAPEL.FL 3359E (36a)418-05W (al])994-Olen -CONTRACTOR B TO CONFIRMFEDERAL iMUI THE ES IS CONTAINED IT WITH RF WARNING SIONACE&EMERGENCY OPMEE AS T.1 REQUIRED By THE FEDERAL GUIDELINES CONTAINED WITH GET 65 BULLETIN&AS PER VERTEX OEYELOPNENi GUIDELINES. , REV MIT DESCRIPRON General Conditions: Site Work: A m 5721 MEl11mr.R COS REV-A- B W/la/21 PROUMINARY COS REV'0' 1. These SpeeiBcalfons and Concoction Drawings are intended to be fully explanatory and complementary.However,should anything be shown,indicated or 1. The Contractor is required to maintain all ditches,pipes,and other drainage smuctures free from obstruction until work is accepted.The Contractor is specified on one and not the other,it shall be the as=as if shown,indicated or specified on both. responsible for any damages caused by failure to maintain drainage structure in operable condition. 2. The intention of the documents Is to Include all labor and materials reasonably necessary for the proper esecutian and completion of the work a indicated in Structural: the documents. 3. Minor deviations from the design layout rare anticipated and shall be considered as part of the work;however,no changes that alter the character intent ofthe 1. Alcat)nplaceconcmieshallbemixadandplaudin accordance with the requirements of ACI 318 and ACI 301,and hall have a 28 day minimum design shall be made or permitted by the Subcontractors,without express written Consent from the Concoction Manager. compressive strength of 4OD0 PSI.Concrete shall be placed against undisturbed soil unless otherwise noted.Minimum concrete cover shall be 3 inches. 4. The Connector is solely responsible for all site safety including but not limited to protection rf all site personnel and the general public during the entire wile 2. Pesch new communication tower must be designed and concocted so that in the event a lower fail.it will collapse only within the properly lines of We lot construction period,The Contractor shall take all reasonable precautions to place and maintain barricades,Inceps,signs,and the like I.accordance with OSHA n which the tower is located.AB applications for development appmdal shag provide verification of compliance with this design requirement from an USA ENO PROVECT NO.: ------- Safety Act and ANSI occupational guidelines. engineer registered by the State of Florida.In addition,the concoction of new communication towers shall comply with all county construction coda. oRAWN BY. CHECKEB BY: at BRF 7. All reinforcing steel shall conform to A51M 615 grade 60,deformed bidet steel bars.Welded wire fabric reinforcing shall cordovan to ASTM A185. CrnOica: 1. The Contractor and each Subcontractor shall be responsible for verification of an--call a1 the site before ordering any materials or performing any Florida Building Code 71h Edison( �%E RT E X work.No Change Order,extra charge or compensation shall be allowed due to difference between actual dimensions and dimensions indicated on the neither FBC Specifications:Risk Category1 1 Construction Drawings nor Specifications.Any such discrepancy in dimension which may inadvertently occur shall be submitted to the Concoction Manager TIA Specifications:Structure Class-2;Exposure-C;Topographic Category 1 for consideration before the Contractor proceeds With the Work in the affected area. Wind Loads(ASCE 7-10) 160 mph ultimate deign wind speed per 3630 W.KENNEDY BLVD. FBC 7th Edition(2020) TAMPA,FLORIDA 33609 1. The Contractor shall counter a subsurface utility loemor for location ofexisting utilities prior to commencement ofany cmuwctian activities. Foraaaistance 124 mph nominal design wind speed per FBC 7th Edition(2020) PH:(813)335-4768 in treating existing utilities call"SUNSHINE STATE ONE GALL'at 1-800-638AD97. 3. Damage by the Contractor to utilities or property of others,including existing pavement and other surfaces disturbed by the Contractor during construction shall Site Notes: - be repaired to pre-conatmcdon conditions by the Contractor.For grassed areas need and mulch shall be aeceptable. 'E _ 1. All Telecommuniarioa Towers(Towers),Amerma,and Equipment shall comply with the St.Lucie County Comprthemive Plan and Land Development Regulati°m; Insocctirns• all applicable sire safety code,,building codes,and technical codes adopted by St Lucie C°Wr,,all applicable federal and snot erg l.i°mg and FAA and FCC. 8. 2. 1he Tower will be designed m a maximum height of 124 fee[above ground level. 815 SOUTH KINGS AVENUE , 1. The Contractor shall be solely responsible for ensuring that all relevant authority inspections arc carried out in a timely manner. 3. The Towerand Antennae most mat the radical-emission nadvds.er by the FCC. BRANDON,FLORIDA 33511 4. Fell Zone.In the event of a amsuophic f0we or collapse.Tower shell be designed to collapse within an engineered fell cone lying wholly within the lot lice,of the PH:(813)657-7870 _ parar parcel' PREPARED BY: As-BaB1s Drawings: 5. C°II°svtion.The Tower,hall be designed to occommadee the future Antenna,of four wireless mlvcommurdcalion,caries at varying all,.!a. 6. Virus]?&,I ,o.and B.Maing.The Tower and.....I-dacaaory buildings and/urequipmers hall be mclaed by opaque security fencing eight la)feet in height. USA ra 1. TheContmmorsh°llpmpam.md-IinedmtofA,-BuBtDmwings. and the Towushallbe equipped with an appropriate and-climhing device,unless wvvcdby St.Lucie County.Existing vegetation shall he Preserved tothemeximum ®IENGINEERING extentpmctiable. , 3 7. Illuminati-No signal+,anlfrclal lights,or Illuminvii°m+h°II be permitted on any tower or omenna,unless required by the Federal Aviation Administration(FAA), 2816 CYPRESS RIDGE BLVD. Environmental Promotion ,tare orfedeM rtgulntioa.If Iightine i+rt9need,the IlgNing alternative,aM design chosen m�t enure the l...t dis"rrbmee to the.mroanding view+. SURE 110 B. FinUh Color.7osvv+holl he anted,neunel color or have a non<antres[in fish rho minim'es the rhiN@ f the facility fmm ale vine,exa hart WESILY 3)IAP 4 FL 3Sx4 rn w B visibility Y W Pea' (BiJ)aB1-Wes �i 1. Noise Level:The Connector shall ensure that state and local regulations are complied with in regard to noise levels produced by his or his sub-Connectors co-O.g color i,required by federal or arum regulad°n. � FL COA 631705 equipment ormethods ofeonsbuction. 9. Silage. a Other thanI%:Vg sills,na sign.,including commercial Mvertising,lagoa,poliriml sipu,❑Yen,a 6mnvs,hall be all°w d on any pan of the Tower.Any sign, y' 2. Dun-twee:The Conmel shal Zak°all n.--steps to limit the creation of any dust nuisance that might aria during construction to the satisfaction of Placid insign I°f clue LDC shag be removed u IM expense=t,t°wv owner. ,J the local mat-idu. b."NOT ESPASll insfude the name°f Ih.Ol b e-,I° d,t d)and°24-hour my telephone number prated adpant t°sire gate. "Nbei ,of ASSINO" wantingaigm+R 11hepel beatlssanodudmthe waaMscoredn°momthanda l(40)tactapart. 4 The height ofclx lettering of clan warning access y be l leap 12lnr equipment, wanting signs chased y(no g p teat gee fen above fsddted grade. `�P(>• qj i 3. ALL171ABvfINGI1NDERTAIEFNONA7RE8PROTECTEDBY1TfELANDDEVELOPMENTCODESTfAT.BE IN ACCORDANCEWIIEi1T[E E• AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI)A-300 PRUNING STANDARDS. 10. The Town compound,alluding tower,accessary building and/or equipmeaq shell he ondoad by(no gap appearance),opaque security fencing eagles(8)feet in � height aid the town shell be equipped with an appropriate anti-climbing device. �`t',•�\�E N ff:.,��' 11. PakingadTraffre.TraffictotheTowerSimi.approxhnamly an,trip percarrierpermmuh.Area sufficient forthe temporary off-assessparkblgfcom(1)vehicle No 72513 Clean DO: .hall be Provided. `*:• * *= 12. Utilities.Tower shell ram require any weer,ware-ar,...lid wale di.po..1. 1. The Subcontractors shall at all limes keep the site free from accumulation of waste materinls or rubbish caused by their employees at work,and at the •' STA F Q m °repletion of the work,they shall remove all rubbish from and about the building,including all tools,scaffolding and surplus materials,and.hall leave the ��17••• work clean and ready for use. Towv.hall be consumed in accordance with St,Lucie County Resolution Numbers 19-092 and,19-093 and PDS Order l9-020,including the following coMirions: F.•' • .. .....txA - I. Esc regel Burc m tgum'pola wish the heiehrhnar rogescecd 14 feelhw'nheao enginartdsbrtvk point°i 4grrd efu awirh oo molrtatIoa ihnn f°urpeaoinv+af 12 het cult,turned greyca '��fl ON E Code Compliance: end designed ss indicated in the appliaclon site plan with no antenna or wiring enaehed on the euerior of the anipole. 1. AI materials,design,and workmanship shall be,in accordance with all applicable codes(some of which are listed below),ordinances,and authorities having 2. All tea and cast,owed by the appli,am,to the County shell be wad prior to issuance of any permits. jurisdiction over the work.Where no codes exist,the work shall conform to the Florida Budding Code 6th Edition(2017).and/or the specifications herein, AUOUBT Z3r 2027 whichever is mane stringent. 3. Pdorm Final Building Pcm t inspection all wamins Agap!tT11 be insralled and-fierrn to Section 7.10.23.C(8 of the S[.Wcie County Land Development Cade.the cwonting alga hall he inspected by the Code Compliance Division. MARL MAIER,PE ° City/County Building Code. 4. Est teteammuaation Iowa ad ell-dated agWpn tmurtmeel or,,cwd arrrem standards andregulaimu ofnc,FAA,the FCC,including radio frequency FL PROFESSIONAL ENGINEER UGa72S13 g' Florida Building Code 71h Edition(2020) n standards,and regdariom of the gem or Federal gavumnem with the authority m mgulme this lower aM°v°cimd equipment Rsuds apQlioble.tvdvda and EW1TA-222 Rev.H e gulaions are lunged,then the ownms dal bdrt6 phi,rowu,auennas aM msalaed equipment iota c,,hp,an«with.0 t or Fc nandada widan,ix(6)month.of & theeffea;radamrf,uch,taMudiwdmRgWWalom,idea..diffmm,complionascheddei,msndatedbythccotimeBg5[vroorFxdu°I°gc- to his HARBOUR RIDGE Florida Fire Prevention Code 71h Edition(2D20) aM snocisted equipmembao compliance with such revised standards and reguledon-hall com[inn<grouM...removal of the tower and/or Life Safety Cade I OI - quipment m the espense of the°war. National Electric code 2017 FL-5281 American Instimteof Steel Consimet)un Specifcations 6. in with the St.Lute County Le Development Code Secti I.Ij2l.l the°warofrhe telecommuniealan mwu,hall submit°rtpan rothe Building American Weldin Society Department anifying+tructurel.nd electrialintegrity of. tower every frve(6)yeses following the BWlding Pemtitfinel inspection eppnuval.Thb report ahal be B Y as iedb fuMeb11 keofcwo hundred dollars($200 to reimburse else Count forth--freview. American concrete Institute °m"pe" y°"O"re ) y 12600 HARBOUR RIDGE BLVD Federal Aviation Authority Regulations 6. Prior to the how=of°Vegcralon Removel Permit or Excntpton,an updaed g pher ronaia survey per Florida Fish ad Wildlife Conservation Coounission protocol, PALM CITY, FLORIDA 34990 Federal Communications Commission Regulation, shall be provided to the Envtronmentai Re.ources Department Impava widdn 2 R.of any bernows will require a Florida Fish and Wildlife Conservation Commission ST. LUCIE COUNTY m American National Standard.Institute perm"'' S Amenemt Society for Testa and SHEET OESmaPfION ry 8 an 7. Prior to ismance o(a building pemtit oli Category I lined invasive,Pcies ehnll be vvdiested ham the aim. National Underwriter.laboratories ~' 2. It is the Subcontractor's responsibilityauuc responsibility to verify compliance with the governing codes and to notify the Contion Manager of any discrepancies prior 10 GENERAL NOTES' Performing work,Reference to any standard or code of practice in this specification shall be deemed to mean the edition current at Ira lime of"wad of the contract. SHEET NUMBER Ni,``,� ��' '• `�' „a•nranrvuu vinar. rr 1110 01�_ -ArIr00NF �a 1r IJua F 1LJU{[! Y ••' k(Ri. )k L`.4Cf 90 R , OOP COINS l u•n nr I l 14 n&)fl uL^a. 1)4hIAN y HIIIGI�q/� ` f 11 .3630 W.KENNEDY BLVD. e4 IY e�. ,,�•G,•,I]w, f.//A' , I'I\1 I n I.. •i • b i ^ • (y nr " 04 •,� ,�, e-xir�?�tao 815 SOUTH KINGS AVENUE !f I •y.v -, .d r• q� r. ; Larn I..FY u ` � rvtu+n.n t ItY 4 nGdl fP(wr ,/ g;, � � Sr4�- •,�. � . p.Y y'�`I�" ' u.Rol (.1 u•1 'Nou 1 sc l.eslw. Yi "�I P,rsl � ,7+ 21111) it ` , r Iwi ;.rcRk'w 11,I1Y^ \i511F11r}d• \, *m(' ,y •'�� s I c hs- 1 'IN`A'J,II y.NllY{,L^•.YAYF+AUNT t`I)t,VN/N l]] � r� 1 �l�r(t� ,.ulr A 1�t IMi<a]IN wIr LC Ik t'r t'fj)t�'VAnI p IIIl(Iflu 11 V It rrll A -0 rdCFl l' i i (01'IS':11 Hl u:Ixl'I.It:I\T lln f'7 aAYLtl Fl lir'' a x:u1'i 1 :)11154 R p tlLlJ Ant A _ t� t)ILI. Ya;(?I)0 .r I.AFInSQIV+rR UA"A � _f�] , ���'•�� - kIN�IW , ww. �'�1^119�IT4+M'^al • ,1��pJyq�� Ittuir le .�1( No 72513 T OF OANHv'wr„.r ( i INlfx IAI a r(AlA :Ro ,wa,. -r,.A. `, i i \. u>ynr Itr I: i rlA('i�"R5,FAG. Il MARC MAIER,PE �i �. � ILi/nrNpt rnlnl '� rrnr IHaNrt i�r HARBOUR RIDGE t" 7 ly ENLARGED AERIAL REV DATE DESCRIPTION A 08/13/21 PRELMINMR COS REV'A' B 08/fa/21 PREUMIN—CDS REV'6' M mvr IVY - N tI�{ )") �.1. TWO rN 1"Woll 41 IN aT11I P m _______ _PARENT PARCEL �� �i/�I L�s3lfsy nn ma['�m A11°lial�ia� CONDII�q o�6 cHECNm er:HARBOUR RIDCE •L Ta INIm0N,n'b'OM M4 �_ -* _. aP) °NC.AW aNmwT B16 PLAT NO.6O VmK I®No ao°t ni PAQ ian _94. PUT BOOK 25,PAGE/0 IlaNpj'�" PLAT NO..3BOUR R) �pIAT NORI 4GE GOLF COURSE HARBOUR RIDGE A� dp•4 PUT BOOK 24,PACE 18 PUT BOOK 24,PACE 19 VERTEX PLAT N0.B �Fl4a''V"O+p PA-4 GOLF COURSE PUT BOOK 25.PAGE 40 is I®°ct otvtl OVNtu1 tLt TRACT A _ Y LOT A � p UNIT 1 __ nam nK r \ A11•°•IAIa l•I'ATINI v o°� rtom mNE cMSATNN UNK oDna TOA 7830 W.KENNEDY 609 °�.nnN nmaaT 9a TAMPA,FLORIDA JJ609 UNIT 2 I®oa =__ _ aAtl� y�aLy D°aa or Dolts LOT B E�}9 PH:(813)335-4768 KI mIID o Fav®ma a ull. Na p) __ ��,,►"40 _ - s mlml ar 1. /\rNom Tallol NYM�f R4 E °t3F',IIOI mlllfAaT CON RAIL NFIt-3 wmv) _ F"R�i�Y� ____ __ �7 n�no®T °W.nol aomrArt E maalvmx mnay.oa,mroa AO1OaN m.� GM7Ad d mPnvAoma m wa l o�8 1 RESIDENCE A-�{. MOUNDING ll`�A"N"m UNIT 16 �O 815 SOUTH KINGS AVENUE ,.y OTLLA•,O __ _ _ yg u�oAl�nao��.Mtl n n[,m°IAaT BRANDON,FLORIDA 33511 OpaP•'�ypE,A,.4 __= R4 �a vtmin PH:(813)857-7810 PREPARED BY: UNIT IS LOT C °''I"a UNIT 2s __ _ _== ___=__ _ •„m. �°'a ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SURE 110 Ao m q TY,°�iIW WESLEY CHAPEL.iL JJS{{ UNIT 24 RADIO RO ZONE UNIT 14 (813)994-0365 IIp101 FIIOlM 1G�1 - ______ 'L,.�.:� mF6nL1 lF[ OAINNO°I°Y� FIL CCA/31705_ N wMbf' I LOT D owl gl�< HARBOUR RIDGE �a �� UNR 1J � �A \`�v.P�C P, FfAf''i PUT NO.6 __ ____ v n44MA FMIMO�I TY t'� PUT BOOK 25,PAGE 40 -- --- ---— ! 'i GOLF COURSE r;! n6m m�x m.a u t®Is ....... E N _- aae°v)� a°°°oael""`Aao,' 4►'♦y =*: No 72513 ' -- W m •' TOf S'.. I®tr 5A� E OF4i �q' �JJJ Fa,o FR NWA n.Fs.Fa�ma7 .� f V CENTER OF PROPOSED TOWER INFOpYATON: Q �.A a u �TM "Dp01°°r � UNIT '�/ QN AL EN�� 7Y HARBOUR RIDGE BAN DO` a1 FI1va�lOFo1 L mIR.271Ja1A,"MHO • HARBOUR'RIDGE PUT NO.3 �o * y ��'mIs17X•AW PUT NO.5 PUT BOOK 24,PACE 18 )$R( NAD L PUT BOOK 25.PAGE 39 GOLF COURSE C AUGUBT 23,2024 n WRROE.L1ya•tr M H77 GOLF COURSE - UNIMIDa.M LLT Nn0 ee GROUND OlaA—-ay,y HATGYF - FL PROFESSIONALENGINEEER DE N 72513 00 OA°IO MAM.,IJW NN7L It LEGEND FLOOD NOTE mlla S IIN11T�,GIA. 4 AOMP12 m M GOa,(',O GnWaIT IAMA NAA 1mm1 OIDa 4 M IGGTI°I 0 M F°FGfAaT GOFq o e n,ay,FNNI Ilo,TIwT FQAID FL wN F31N 7 M FinaA°allmL/YANAOMIT AMINO,COLV MAMMAL ROm nDll°11F-ai-10 Aa m m FNWIgI > �A n Id�AIDaalesi'N°,.oOFwaAeNmm Y11°0N1rm�eID�FM „p,�s nnm N63m�n®NMTa00 pnF�,:"T HARBOUR RIDGE Fw I'uam�"'" o Fawm EOI nl Fwo Aa ND m m°x,A w Dnwno+'d 10a Rsa lm°n Ft,LML°wa FL-5281 a On 88RaiATI°I) _(O m10AID cma m DATA lA1m m M NinatmA W ,n�flaaD v AAAIL aUTllf Ira Gomm a m AmYO MT ra NANNYI NOGG I ro i al nix utaMa AwAa to nuN p��AltN�al MT b i t®®M MT a0n1 a1,PABt la Ap i Fbimlm fI l[�nW IN NNNL IIOm m c g Fa M IM mlo°MMON m M m MAT 12500 HARBOUR RIDGE BLVD a �A SF0 E HARBOUR RIDGE FalAID 0010[° TELLCOMIIUNICATIONS FACILITY DRAINAGE NOTE: PALM CITY, FLORIDA 34990 $ �Flatnh NAwin.MOI N AL11M1 Manx lNA%IFa,AMmI OM ST. LUCIE COUNTY ���jjj (•/ A 4A PLAT NO.5 NNG'A1.NATIONAL DOgBG NIR x UJUL IM AOFL1 . py0p TO BUIIDINC PERMIT APPROVAL APPNCANT SHALL OBTAIN ® yBOUR Np,T PLAT BOOK L-PAGE 39 MAVO.NaJ'ID NORTH AInl.W Mlw IW AOYMIF. A SOUTH FLORIDA WATER MANAGEMENT DISTRICT MD) PENWT SHEET OESCPoPIION MAOL.IOOAID N°DM NOaDNI MILL ILL AFWOpI. GE BLVD• BE NOIRCATION.DVER THE APPLICANT SHALL ALSO SNOW M T THERE WILL RID 9E EC ADVERSE ON FA STOY.AMID T IMPACTS FROM THE PROPOSED OVERALL TELECOMMUNICATION WILL FATED SITE THAT ALL I PROPOSED S10RYWAIER yCALL FLORIDA 811 6 DISCHARGE YALL BE TREATED ON 9TE AS REQUIRED BY SFN11D. SRE PLAN 5 WORKING DAYS ONE 4 OVERALL SITE PLAN SHEET NUMBER CALL 3 WORKI BEFORE YOU DIG - uT 11)L17 8CALH N'••N20' ' 1-800-638.4097 24K36 SCALEt 1"a GO- C_1 REV DATE DESCMPnON \ •`• _•\. V � B DO 05/1B/21 PPEIJIIINAM CM REV'°' •\ V lblEE9[GIIMWY •�••�•�..�. '•\ HARBOUR RI3 \ HARa■■ RE TOaxlRCEL PLAT BOOK 24,EIO. °Gi `\ PLAT NO.PAGE 18 3 TRY °. •\, TAX PARCC.NA 4{Tb•EO°••D°OS-D°0-° +°r ?4 PA-4 A•\ CPPID RED DR)Oa OOOIt 92A PAGE 2= .. °• •\ 1r I ♦ o•1 =___--___ _- arUs ■ °. ■�' C.S, cNECRED 9r: G'a I jarft Bls moG`\ -__ ° is = E�tv1�° OOv DART VAN �r I r■e P7"cam O1Amc'Em�i[♦�i10Is, LOT A 'E st'` r �%ERTEX :k'______ ___ ■ RIDGIfL N`� ,�Fi.' •`. �•a9' 4 r `; _______ _ —__ I °' {. 3830 W.KORIDA 609 �� ■7r '� ` .t.+ ------- _______ I ■ UNIT 16 7AMPA, 3)335 33809 _ •i\ 14�2/"■ ____—__ _____ PH:(813)335-4768 7 Ir AID' -_ _ __ ( allsTERr .E _ ORIt£WpWATI°II N�91�A=Ju LCA _ °' _- _ RAwE 1—� IIDITY EA'iIIGR '° -w --__ 1E _ _ _ _ _ COMA AN■E-GIT43r E''a641 AQ i` P !Y, UNIT 26 _ - DIDta•e 7'w rl,dv 2CY 1 =__-- --OA1OI- _3y ,y BIS SOUTH KINGS AVENUE _-_-__ -- -_ I •4• ♦♦' UNIT 15 BRAND(813)L657A781011 •i 14-- -- ,r=__ - __ __ ) •r 1teSoeXz PREPARED BY: OP 1r 1{ aArvATAa .. ===F-- E�_ - _- i j Y to ®I POW OF WIMINIJID •r ENGINEERING 1:�.. MIS CYPRESS MCC E BLVD. 3 _ ____ _______ _____ _ "..S• +`. •r wSiEY SURE RE 110 E 3354{ HARBOUR RIDGE ---— r PLAT N0. 6 - --- .e• PL cuc pros to PLAT BOOK 25, PACE 40 ---- - ----- a --- _ a1r GOLF COURSE - -__ ' -- - _- i - --__ {�� •r y _ _�- I _ i •. FEND C _ _ _ _ _ �N POE'6111F]■1N: •p(r 100T r[x: _____ LDIIK f♦fO101A110N Is, ' x �"E.Na-aaUM TxGa�t m®_ __- Tows-,eao°' I 14• -__ - + -____- i =-__- ;�l .`� C P• M A�� a Ala umny IAmoLr -- txxmA AN1L-4a21 aY a r '♦■ • _-_ __ ____- 1Ats EDa1 as wT1w Txs ♦4' �`1rR - - ARC LOOM-1s1.95 147e =-__- ,:,+ ARIA ARE a SW C-3 �� C E N ''•. _= CHORD-e{r3Y2r N EP' ' •1 Y•- ---- PARm ,.`••�_.; 4LE' .•�,\ '--T•ns HYDRANT u7.{Y .E°• �ael• ra .. U�_- __-_ aA KeA1L+eR !•♦�0' No 72513 _ _ e o{m'or r a P Is riYT - - Nar"lle If VICE 7i wPEDEsrA �r'10♦ 'n e 1�1�3 ■1 zeao70ME"wuAaFEETt 6j {� IwMER ♦70• ST OF m - ■0a7 ANEB! ♦ 4 dLSiE71 a aim" %Q'•. P •�tY�: 16l70D r N u + r Y - b 4a■_.IN •' 4:■ ■♦a %,Fj ff NBOTa'Ta'r 1 _ auaTa ♦r ausTEi1 %7, NAL ���� POSIT Or 1105■a51 ZetAYJT�=, _ _ _ 0 3-4• A��n I n 11 CENTIRLM a 15 FOOT Me -- ^•Ew•• ; e3aalr(P)■. r-a• . $ Na eausteu,LutrlamlelT -_ aau '•_.._..�.. raoTiLT� 4 1°' •� ° ' :r .io .Y4. ■4• { ':r'♦ - - r Is i - - •• a a7o{'ao'w a 7420.37•N to r3 ■r 41�y r■ 1a FDCT wo[NaFkxaD9tE Ar ♦ AUGUST 23,2021 31A0' 1aDc' tl•y ■r UTEl1Y EASIDADT n _ 3i _' aWMWMT COP I Or TRACT A • jr �' I�7SQUARE � 1D•■ •T0• MCMAIR,PA72 tle 4 fL PROFESSIONALENGINEER LIG513 AND CAP arAmpw'm Dow ELEVATION-I2w NAW8a ■7D• e� +r• • +,r 'r• 'r HARBOUR RIDGE we LEGEND FL-5281 �•AA' • mM OalOATO sT t/E•TOxAx EIS. t■ID!■u 7otl cAP O EaN1ATmtOl■ Trl FOUND AS NOTED 12800 HARBOUR RIDGE BLVD eo Al. ♦• 17 I�u• 0 E=70 row uatT WA PALM CITY,FLORIDA 34990 ♦ • —(P) =wAi 9 ww"ra PER IIEMM PLAT S7. LUCIE COUNTY °b ab Orx tea Eauro TWOMAPM SPOT DEYAntll S ® 8 tdMtr INDICATES ASNALT SHEET DESwPn0N r � + 9■N.ATES COHORT[ w 1 O ECCAm 1xE/c1 xcu LOCATION ENLARGED p4 e■ b°oo° 13 CALL FLORIDA 811 • INDICATES N9XRUIRDE A7 NTO SITE FLAN 2 ONE CALL-DIAL 811 •b• ♦ E■N'Am PEE IM 13�� ■ PnaAIU OAN TA'Q As NOTED 9 LL 3 WORKING DAYS _ �• ENLARGED SITE PLAN 8 01OCATU t3DAR TREE AS NOTED SHEET NUMBER NCKAT9 8EFORE YOU DIG Ds 1IXI7aCALG I'•-aC• TREE N07: NDIDICATED E3-WAX EESZEZE 19 MUNK 1-800-638-4097 (l 1 24X39 SCALEi 1-•40' DIAMETER IN INCHES.4-5 FOOT ASOIE CRDUND C-2 PRDPFHa REV DATE DESCRIPTION PARENT PARCEL - - - - - I A 08 13/21 PRELIMINARY GUS MV'A' FICI(OFAL RECORD BOOK 928,PACE 2625) - - - - FLOOD NOTE B O8/IS/21 PRELMIRMY CDS REV'0' ACCORDING TO CEOIINE'S OF COMMUNITY PANEL NUMBER GOT GRILSE AND TRACT A AB SHORN W HARBOUR RIDGE PUT NO.B,AccGHDwO TO ME PUT n1EREDF DN FEE DI _ ACCORDING NG T J E THE FEDERAL EMERGENCY L NUMBER T THE OFFICE OF ME CLERK OF THE CIRCUIT CURT IN AND FOR ST.WOE COUNTY,FURIOA RECORDED W PUT BOOK 25, - AGENCY 101 1 NATIONAL FLOOD INSURANCE PROGRAM PAGES 40 TO TOE TONER PARCEL (NFIP)FLOOD INSURANCE RATE MAP(FIRM)FOR ST.LUCIE (PREPARED BY GEOIINE SURVEYING,INF) HARBOUR RIDGE COUNTY,FLORIDA,DATED 2 IB 2012,THE PARENT PARCEL PUT N.a IS IN FLOOD ZONE'X•,'AREAS DETERMINED TO BE THAT PART OF TRACT A HARBOUR RIDGE PUT NO.8,AS PER PUT THEREOF REGORGED W PUT BOOK 20.PAGE b OF PUT 8PU N PALE b I OUTSIDE THE 0.2R ANNUAL CHANCE FLOODPLAIN,AND THE PUBUC RECORDS 6 ST.WOE COUNTY,FLORIDA BEING MORE PARTILIILARLY DESCRIBED AS FOLLOWS; - - TNLT A FLOOD ZONE'X SHADED%AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1R ANNUAL CHANCE FLOOD COMMENCE A THE H E CTW OF ME GENDARME OF HARBOUR NODE BOULEVARD(]0 fFEi WOE PRIVATE _ _ WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH RKWT-OF-WATT WM TIE CENIENUNE OF SDGM55 OPoVE(80 FEEi W0E PRIVATE NWT-Oi-WAyR PUT OF HMO IT •!•'r`• DRAINAGE AREAS LESS THAN 1 SQUARE MILE;AND AREAS NODE PUT N0.5.AS PER PUT METEOF RECORDED IN PUT BOOK 25,PACE 39 OF ME PUBUC R[COR08 OF ST.LUCIE MUM P FLORIDAOiI THENCE NORM 11'S8'25'WEST FOR 14]1.48 FEET TO ME SOUTHWEST CORNEA OF TRACT A HARBOUR - I PROTECTED BY LEVEES FROM 1R ANNUAL CHANCE FLOOD. USA ENO PROJECT NO.: ------- NODE PUT E 8,AB PFR PUT HEREOF RECOROEO W PUT BOOK 25.PAGE AR OF SAID PUBUC RECORDS,SAID POINT %/� DMWN BY: CHECKED BR BEING GH THE DSIERLT RIGHT-Df-WAY LINE OF SNO HARBOUR RIDGE BWIEVARD,DID PONT ALSO BONG BRIM - 5]24'4B'EAST,A DISTANCE OF 482.48 FEET MGM TIE EASTERLY END OF A WRVEO PART OF ME COMMUNE of ML BVi NORTHWEST LAUREL OM LANE(8D FEET WDE PRIVATE RIGHT-OF-WAY)DESIGNATED AS CURVE 0.SAID HARBOUR RIDGE - - PUT NO.B;THENCE NINTH 72'28'b'EAST FOR 02.63 FEET TO THE PONT OF 8E6VROD:MERGE NORTH 2421'32'UST • FOR MW FEED,MERGE SOUTH 85']e'28'EAST FOR 50.0D FEET;MINCE SCUM 2471'32'WEST FOR SON FEET MERGE ••'NORM 85 W28'WEST FOR CAN FEET TO SAW _POINT OF BEGINNING. ' '' PUT N0.3 CONTAINING 2,500 SQUARE FEET(0.05]ACRES),MORE W LESS. - - - IR•W �I (�° °f a PUT BOOK 24.PAGE 18PA- \%E RTEX 20 MOT WOE NW-EKLLU9VE DIGRESS.EGRESS AND UTILITY EASEMENT (PREPARED BY GEOAYE WRYEYINC,INC) THAT PART OF TACT A HARBOIR RIDGE PUT NO.e,AS PER PUT THEREOF RECORDED W PUT BOOK 25.PAGE 40 OF - - - D q f ~ s 3630 W.KENNEDY BLVD. ME PUBUC RECORDS GH ST.WOE COUNTY,FLORIDA.LYING W1MIN 10 FEET OF BOTH SUES OF A CENTERWNE BEING MORE n ., .. TAMPA,FLORIDA 33609 a PMnwRLY DESCRIBED AS FDuoxs - . - ma il4lrr PH:(813)335-4768 COMMENCE AT ME INTERSECTION OF ME CENTERLINE OF HMBOVR RIDGE BOULEVARD(70 FEET WOE PRIVATE - - - q �• °•• RIGHT PL;T No WM ME CENTERLINE OF SFAGRASS ORIVE f60 FEET ME PRIVATE RIGHT-OF-WAYF.PUT OF HMBOUR �c - W q •Re,•,',.. NODE PUT N0.5.AS PEA PUT THEREOF RECORDED IN PUT BOOK 25.PACE 39 OF ME PUBUC RECORDS OF SI.WOE \ .;.�•..l K' �.I:�:•�. E COUNTY,FLORIDA:MINCE NORM 1138'23'WEST FOR 101.49 FEET TO ME SWMWEST CORNOT OF MOT HARBOUR - - - MR A6 PAGE PUT NO.8.AS PER PUT THEREOF RECORDED IN PUT BOO(25,PAGE 40 OF SAID PUBLIC RECORDS,SAID POINT BEING W THE DIMLY NWT-OF-WAY LINE OF SAID HARBOUR RIDGE BOULEVARD.SAID POINT AL$0 RDNO SOUTH a�RY M• ,,:• qF�f f� i, 1 5]21'48'EAST,A DISTANCE OF 182b FEET MUM ME EASTERLY END OF A CURVED PART OFM CENTERLINE W n NORTHWEST LAURE.OAK LANE(80 FEET VADE PRIVAM RIGHT FEET T MEWAY ESTERL EEO AS WRVS CJ, FOOT HARBOUR ROUGE _ _ f'(r f B15 SOUTH KINGS AVENUE PUT N0.8;THENCE NORTH M 2.1'UST FOR NG FEET TO THE ERLY LINE CORNER OF AN 50 FOOT BY 50 F007 1°�® •,, , IOU SY BRANDON,FLORIDAKINGS335E E 'y TOWER PARCEL;THENCE NORM 2HE CE'UST ALONG THE TON DESCRIBED LINE OF SAID TOWER XCWSI FOR IO.CO FEET TO THE POINT 11 BECINNWC OF THE CFNIERUNE OF ME HFAEN DESWBEO 20 fCOT WOE NU-IXCLLI9VE DIGRESS Rh PH:(81 J)657-7810 EGRESS AND UOUtt EASEMENT.MERLE NORM 85'3W2e'WEST FOR 57.14 FEET;THENCE NORM 23'50'17-EAST FOR ~•f q \°+''•,••..•,:•,'�`!`•'`:.,�.•,./�•`• L 92CO FTEi;THENCE NORM 053e'3]'NEST MR 29NO FEET T1 POINT'A';THENCE SWAN 2128'30'MST FOR 1]8.80 q y �f FEET TO THE POINT OF CURVATURE OF A WRVS TO ME RIGHT,SAID CURVE HAVING A RADIUS OF 160.00 FEET,ACENTRAL - - •M q} PREPARED BY: .�.I ANGLE OF b21'87',AND A CHORD OF 147,47 FEET MAT BEARS SOUTH 48']728'MST.THENCE SWIHWESTERLY ALONG q RAT ND.] USA o ME MC OF SND WRVS FOR 151.95 FEET TO AN INIMSOOVON WIN SAID EASTERLY RIGHT-OF-WAY UNE AND ME - - q �:;"+' HNBWR MUM ti ry NESIERLY TINE a SAID TRACT A,AND A PUNT OF TERMINUS OF ME NO DESCRIBED CENTF ML-THENCE RETURN To _ _ R' +' 4 S S PUT BOOK 24. AD 1e ®IENdINEERINd SAID PUNT'r..MERGE NORM 85'SB'S]'ME57 FOR Cl 10 FEET.THENCE SCUM 2428']0'WEST FOR I70.31 FEET TO ME ;,'Y,L,,'�;,•�:,•.+ q COIF CWTp S POINT OF WgVANRE N A CURVE TO ME RIGHT,SAID WRVS HAYING A RADIUS OF 81.0.FEET,A CENTRAL ANGLE OF _ _ _u°t 'F° •�• ilm 3 88'4J'J5',AND A CHORD OF 95.95 FEET THAT BEARS SOUTH 5B'48'17'NEST,THENCE SOUTHWESTERLY ALONG ME MC Df :�. '�••;:, S i •f 2B1B CYPRESSNSUITE 1 O E BLVD. SLID CUIRVF FOR 101.9E FEET TO AN WTEASECnGH WIN SND EASTERLY RIGMT-OF-WAY UNE AND DID NES7MLY LINE, 'q ''°; '4.I•F q AND ME PORT OF TERROMIS OF THE HEREIN DESCRIBED CFNTMLLM - - - WESLEY CHAPEL,FL 33544 CONTAINING 21.654 SDI)ME FEET(DART ACRES),MORE OR LESS ��� 4 ...1.•.'••' q q (B 13)894-0365 R COA#31705 m 15 FOOT MENON-UC USYE UTILITY MOMENT - (� •" A! n (PREPARED BY GEO ME SURVEYING.Na) }• Af �• q MAT PART OF TRACT A HARBOUR RIDGE PUT N0.6,AS PER PUT THEREOF RECORDED W PUT BWK 25.PARE b OF �'I�,!i,'• IFinaY ME PUBUC RECORDS OF ST.WOE COUNTY,FLORIDA.LYING WHIN 7.5 FEET OF BOTH SWES OF A CENTFALINE BMO r AA h+ YORE PARTICULARLY DESCRIBED AS FO LOWY E".%.. Vo ar\• r AAl�/ COYYENCE AT ME INTERSECTION OF THE CENTERLINE OF HMBWR RIDGE BODU5MO(]0/EE7 WOE PNVAIE I . A M r i RIGHT PU WAY)WM ME CENTERLINE OF SDWA59 DRIVE(80 IFFY ME PRIVATE NGMT-OF-WA PUT OF HARBOUR - - - \ •°A •�/I�.:, .•���E N ff;.��'� 33gNODE PUT N0.5,M PER PUT HEREOF PECDIWED IN PUT BOOK 25,PACE JB W'THE PUBUC R[CWOS OF SE WOE - ••' ` i CWNTT,iLORDA;THENCE G-T 1 ERECIIF NEST E'OR 11PUT FEET 10 ME SOUTH 1 CORNER OF CU A HARBOURPOINT \ q q ,1 '+/`. , •F• d •yW� *,: NO 72FJ�3 •':*_= PAGE PUT N0.B,AB PFA PLRT HEREOF PMST M W PUT BOON 23,PAGE 40 OF SAID PUBUC RECORDS,SAW POINT C`r FI / BONG W THE EA DISTA RIGHT-Of-WAY UNE OF DID HARBOUR RIDGE BOULEVARD.SAID POINT ALSO BEING SOUTH .�•MF S' c 5]2f18'UST,A DISTANCE OF 4BL48 FEET FROM ME EASTERLY END OF A CURVED PART OF ME MINIMUM OF I vu� NDIIMWEST LAUREL OM UNE(80 iFET WDE PRIVATE NWT-OF-WAY)DE9WAtE0 M WRYE C),SA!D NMBOUR gIDGE •. ', q Nti! i PLAT N0.B;THENCE NORM 7228'b'EAST FOR b2.9]FEET TO ME WESTERLY CORNER OF AN W FOOT BY 50 FOOT •,U S •' '• O S ff• - m TONTA PARCEL.MERGE NORTH 2421'32'EAST ALONG THE NORTHWESTERLY LINE OF SAID TOWER PARCEL FOR 12.50 FEET - Nam' •i: •;'':; ,. ;.i. S '•O n TOME POINT OF BEGINNING Of TIE CENTERLINE OF THE NORM DESCRIBED 15 FOOT WDE NON-EXCLU9VE UTWtt AE "•+ ."•)':•' FASEYFM;MINCE NORM BS'JB'M WEST FW 1J.50 fEEi TO AN WIFRSECTIGH WM A LWE MAT IS PARUIn WM AND - Wi•I ,•;Y.:''.�.,�, .,.�..._ •! ST OF .'Q. 4I OFFSET 17.50 FEET NWTHNESTMLY Oi SNO HGHMWESIERLY LINE;MERLE SOUTH 2121'32'WEST ALONG SAID PARALLEL • • -' " 1 ~• �''•.,0 RID?:•' ��� ., UNE FOR 90.00 FEET.THENCE SOUTH BO32'59'WEST FOR 51.W FEET.THENCE NORM 71W9'17'NEST FOR 80.CO FEET; ,-Y{�"I:'V, "''i ',�::'•I,. MIT FOR49.00BFEET;MEERM WEST sWTN�ss S]BL WMEESI FOR IM8.00 FEEL'MEERRGEESOLM0747o]7'MY.ESTT FOR 5MOO FEET PMENF PARCEL •,�.° •� ••. A�. 'f=r � �. '/�,slONAL E�VlN� TO M DIIERSECnW WM A LINE MAT IS PARALLEL WIN AND OFFSET 750 FEET NORM OF ME SCUM UNE OF SNO � .F lilt TRACT N THENCE SCVM 87D4'SG'NEST ALONG SND PARALLEL UNE FOR]1.00 RIFT;MINCE NORM 591e'2Y NEST FOR �°��F.•tea !pry •A . � f SJ 2800 FEET;MENCE SCUM 57V VW WEST ALONG ALINE PARAUEL WIN SAID SCUM UNE FOR 10.50 FEET TO AN wiERSECTON WM A E MAT IS PARALLEL WM AND OFFSET 7.50 FEET EASTERLY OF SAID EMTERLY RIGHT-OF-WAY UN A LINE:THENCE NORM 02D5'10'NEST ALONG SND PMAllEL UNE FOR I5CO FEET;THENCE SCUM 87TN'S0'WEST ALONG •R4 I AU6U8T 23,202E A LINE PARALLEL WINSAO SOU UN TH E FOR 7.50 FEET TO AN IN SECTION SN N WIN EASTERLY RIGHT-OF-WAY LINE E AND THE PUNT OF MRYWUS OF M HER E A MEN DESORBED CENTERLINE SAID POINT BEING 68.0 FEET NORMERLY OF SAID F •° • t MARL MAZER,PE SOUTHWEST CORNER OF SAID TRACT q ° q _,...•'1 !i q !�f I FI PROfE5510NAL ENGINEER LIC.K 72513 CUTNNWG 8.093 SWORE FEET(0.208 ACRES),YORE OR LESS. S R - O 10 FOOT WOE UNDSCME DIFFER r�•114 i '��••:•. r - (PREPARED BY COMM SVRVEYWq INC.) .°•.p of a fr HARBOUR RIDGE MAT PART OF MALT A HARBOUR RIDGE PLAT NO,B.AS PEA PUT MEMOF RECO DED IN PUT BON 25.PAGE 40 Di FL-5281 ME PUBIC RECORDS OF IT.WOE COUNTY,FLORIDA LYING'MIN 10 FEET OF,AND TO ME lER AND OUTSIDE OF,A F .v' N BASEUNE/INNER SIOEUNE BOND MORE PARnCULMLY DESCRIBED AS FOLLOWS: f •'. `. •i G `g f a COMMENCE AT THE INTERSECTION OF 111E CENIFNINE OF HARBOUR NDCE BOULEVARD(JO FEET WOE PRIVATE /'f ,•.T'' `: RM1Y ; q ■• fEGENO H 12800 HARBOUR RIDGE BLVD g NWT-Of-WAY)WM ME CENTERLINE OF SEAGMSS ppIVE(80 FEET ME PRIVATE NGHT-OF-WAYS MT Of HARBOUR 10•! q RIDGE PUT N0.5.AS PER PUT HEREOF RECOROEO IN PUT BOOL T5,PACE J9 OF ME PUBLIC RECORDS OF ST.WCIE fi •! PoI • m oEa W W PALM CITY, FLORIDA 34990 CDUNtt,FIDRIpN THENCE NORM It'S8'2]'WEST FOR 14]1A9 FEET TO ME SWMMEST CORNER OF TRACT N HAPBWR ' O IDRo/•Fa Si. LUCIE COUNTY RIDGE PUT E S IO PER PUT THEREOF RECORDED IN PUT BOO(2S,PAGE 40 OF SAID PUBUC RECORDS,SND POINT BEING W ME DSIERLY RIGHT-OF-WAY UNE OF DID HARBOUR RIDGE BOULEVARD.DID POINT ALSO BEING SCUM q W FeptoFpMo�®TUT ® SHEET DESCRIPTION 112146'EAST,A DISTANCE OF 01,11 FEET FROM ME EASTERLY WD OF A CIRM PART OF ME CENTERLINE Oi NORTHWEST UUREL ONO UNE 78'FEET ME PRIVAIE NIGHTY To ME DESIWAIEO AS CURVE C],SND HARBOUR RIDGE ®m f a`� PLAT NO.B;THENCE NORM)228'48'UST FOR b2.B]FEET TO ME NESIERI.Y CORIUM OF AN 50 FOOT BY 50 FOOT I TOWER PARCEL AND ME POINT OF DMIMIND OF ME BASFIINE/WNER VDIUM OF THE HERON DESCRIBED ID FOOT 1WOE . ®In a�a�TO LANDSCAPE BUFFER;MERGE NORM 2421'M'EAST ALONG ME NORTHEASTERLY MINE WER NE OF DID TO PARCEL FOR FOB o ®1rloWlr. SITE PLAN 50.00 FEET TO ME NORTHERLY CORNER OF SAID TONER PARCEL;MINCE SOUTH ST38'26'EAST ALONG ME �� �� IYMIa••Io� NORTHEASTERLY UNE OF SAID TONER PARCEL FOR 50.00 FEET TO ME DSTM.Y CORNER OF SAW TONER PARCEL.THENCE � � � �' � � S _a CALL FLORIDA 811 [SOUTH 2421'JY WEST ALONG ME SWIHEASIERLY LINE OF DID TOM PARCEL FOR 50.00 FEET TO THE SWMERLT a rw ONE CALL-DIAL 811 CORNER OF SAID TOWER PARCEL.THENCE NORM 85'38'28'WEST ALWG ME SOUTHWESTERLY LINE OF SAID TO PARCEL , SITE PLAN ! mmlr•�•a - SHEET NUMB FOR SO.W FEET 10 SAID POINT OF BEGINNING.TIE WEER 90EIFNES Of ME HEMN DESCRIBED 10 FEET WOE LMDSCME NUKv N NwiAY-."`S�R.r"W •o CALL 3 WORKING DAYS ' EASEMENT TO BE LENGTHENED TO MEET AT RIGHT ANGLES. G] „R17 SCALER r••30- BEFORE YOU DIG �._.3 CWTNNWO 2,100 SWMC FEET(0.055 ACRES),MORE OR LESS. 24R38 SCALM 11".15' 1-800-638-4097 \ RLV DATE DESCRIPTOR \ A oB 13/21 PREIIMINIRY CDS REV-A- LEGEND B 08/1 1 PRELMUWN'CBS REV'B' FLOOD NOTE A®�IOMImIR/.�Op�gpWpyN)1y Rlpla Mm 101[In1Ll O .�110m�I11t�1101�MN0 �Y1 YM D.tl 10Rlle mllRptIDWWYn NU)Mt lit� \\ 00 IR.tOO AIO.DYCt• p t/Yt�I�yR�t�p�Rlky�tlpt®1ci�'1l_Y ����'�'�� .t�<�yAyI�I,IRtta�pEMpayOlp�atIIY�Y�,YyIR1��,y�V,y �nAN'�����A� / IO 1W101tt1aC�/IAO IOCp MIM 1�l Y1W1L W1Y 11® \ E=6 IDCIL�OW>010�M . / / \ ®1®AlO 00lt � O1"I@MRRMVDICa duAt�IW.�L ..aTev T� � t�a':�rAn lmtwR Ywr no wed / � Yvo"avAn m Arms YUA to rurc USA ENG PROIEGT NO.: ------ pylY CHECKED BY: / nVl�Tq��\jV_! \ Nt BUT W, M11p�Y ma� HARBOUR PARENT PARCELS tlm =mYAYy IN ®� \ j PUTRI BE 4I�I' � VERTEX PUT NB0.a HOD \ 25,PAGE 40 HARBOUR RIDGE HARBOUR RIDGE GOLF COURSE HARBOUR RIOCE Oh-O PUT NO.] PUTOO N0.{ \ Utvt LOTNtII I,l'tI PUT NO.D �4g1'i� PUT BOOK 24,PAGE 18 PUT BK NO.PACE 19 LAMEL E PUT BOX 25.PAGE 40 >� 1: GOLF COURSE �Q \ 3830 W.KENNEDY BLVD. TRACT A "V UNIT 1 __ XDv aIY T A TAMP&FLORIDA 33609 --- gwYt Imr,W- - \\ PH:(813)335-4768 UNIT z I®n Iml°nli'01npgnw =� _ -- 4„°Q� V►Cy+ tm nl•r' �� knuaRr LOTS �'IiM9 e -_- _ T04� IUYaII.aYmn 7 0 eo- S _ uNR 1B �a 815 SCUTH KINGS AVENUE - - _ �1 1 BRANDON,FLORIDA 33511 PH:(813)657-7810 _ lom°mwi�nia vtK PREPARED BY: ®ti - -- - �syrA Dly UNR IS _ I®IML tNYIY Ill IN C ___ ®IENOINEERING _�L`\ amu 2C II®aye _ '� I� 28I8 CYPRESS RIDGE BLVD. SURE 110' UNIT24 aAa vRma® Lt=_ ____ _____ - - 33.1'f OYIAIat UNIT 14 WESLEY CHAPEL,F.]]544 (813)994-0]65 Lot D I UNR 17 PL COA 131705 - -__- _ _ I I®OmJLkNQR u�a .Tp 48.5'S _ �. UNIT tyT� \\\Innlllllll�� �PLATRBOCKK 25.PACE 40 B _ aT�R{ __ __ - ` M p Iwm mlr Y:vnv® `i I �• C P GOLF COME - `1 l fNA v OarA kl1 _- '�� '.,, AIIDODML Iwarvn Ill � URS qv raoKo / •`��•P.•��C E N J'f;,qD'. SETBACK TABLE 12 '®'""L"on""" ` No 72513 i sLTeFCX TO. UIRED (UNIMU PRONDED MM SASE) 39":k TO PROPERTY IDLE ti amalnr for aalAm >aY _ m PROPERTY 62e' 124.1*TO PROPERTY UNE sOUiN "® - '�^ UNE 0223 ro PROPERTY LINE F �DI 1v HARBOUR flIDCE ��p Oi UNR 11 �•' ST OF •/<t/�� la1aY"UW YVl1 PUT N0.3 ImOirtr°5ni�vORT 470.4*ro PROPERTY UNE PUT BOOK'24.PAGE 10 ®ai %�/` •.,.OR1D�:• �� GOti COURSE L� PUBLIC 11/A HVPIATUNO.RIDGE 0• / UNIT 10 RNNR-OF-WAY 470A'*ro�R RIDGE BLVD PLAT BOOK 25.PACE]9011,,,, / fNNAL E FALL ZONE 4e.0' 48.0'10 FALL ZONE GOLF COURSE VAR WE TABLE � raovtn u< lllll I I I11\\ *ro tAUS1 uATLVUl/OE UNIT 1 laaow°Lul ul �OYL FROMREQUIRED(mm REEOLIESTESEFEACK TO D 743.4*TO UNIT 24 w o Tav® AUOUBT x31 Y021 n 082.0*ro UNR 26 _ UXR/1 750.0' 090.0'* 00.4'* l Tura nmll 679.1 v��ol LyIARC MAIEft.PE y *TO /20 UNIT 750.D' 743A'* 0.6'* �ul / 8 ClS4* 400A*roro YAL FERIWIULAGE IRPf ' UNIT/25 750.0' BOLO'* e7.W* � EL PROFESSIONAL ENGINEER UL M72513 c BUR: 9 e � � UNIT/26 750.0' 070.1'* 170.9'* - ? R610EMIAL °''*ro LOT \FEPtOY L �L' ROVTUNER �9E 700.W e20.4Y 124.Wi / HARBOUR RIDGE PROPERTY 760.0' S13.0*ro LOT HARBOUR RIDGE u LINE 74a6*ro UNR 10 \UNR 1 01p I >oo PLAT NO.5 LOT/A 750.0` 400A'* 2e9a'* FL-5281 PUT BOOK 0,PAGE]B e220*IT UNR 11 S TRACT 0.0'* L-19 LOT/B 750.0' W&I'* 22 / a 5120 UNR 1x \ �v sElOa' *ro ORWE LOT/O 700.0' 54ILVA 200.0A* / 12600 HARBOUR RIDGE BLVD 22 4f0.0*ro UNR 13 \ OD dTN� LOT D PALM•CITY, FLORIDA 34990 0 335.4*ro UNIT 14 II / 750.0' 01J.0'* 130.4'* / S' 29J.6*To UNIT \ WDDGE UNR/10 750.0' 743.5* OA'* / ST. LUCIE COUNTY 20L9*To UNR 10. \ UNR/11 700.0' 022A'* 127.W:k / SHEET DESCRIPTION 721.0*ro UNR 17�y9'i. CyO�Y(NI�ERCRNEL NSA sau iD E � UNIT/12 750.Y SILO'* 23e0'* 213.W:h T0 GOLF am B/AN / UNR/iJ 750.0' 410.0'* 334A'* // SETBACK PLAN \FRONT 44eA* UNIT/14 750.W 330.4'* 414.e'* , �11 SETBACK PLAN ro WEST(COMPOUND \ UNR/16 760.0' 20JA'* 4eQ6'* SE781C16 ro REAR 33.1*TO EST COMPOUND \ C 11X778CALH 1^.14D' SHELT NUMBER �Y Sm 307.1*TO NOIRH COIPoIIN0 \\ UNIT/16 700.0' 2e2.91* 4077* / 24x]e SCALE.S".70' 90. *TOSWIMCOMPOUND \ UNR/17 750.0' 721.5'* LOAM C-4 REV DATE DE9CRPDON 13 1 PRELMM CDS REV'A' \\\' A�N11aN IDa B 0/15/21 PREUTALN CDS REV �L T/tfibD�OB.o-1 \ mw rm q /PARENT PARCEL \ N TG111t 10) \ .j._oLP rl�I4O�a.�mpyNpNplp7ypp��Mp6 \ �•rr�yI199ff111111 1, pllpp K4NpIN INR m LOT A \ USA ENG PRWECE NO.: / 01101E RCDC 1001 p41ADI2m ^� `.A(� \ rM rMIR M NtL-p1-DOOI�OD•4 DRAWN Br: 1. ECKED Br: BIA m Imemm mmm 1 mvm N�7TRRrr!'-� NY IK I�p 11NL m CH TIL t �L( '•\.� p p) 110wO�INA �![HARBOURPLAT RIDGE A `2� 41 �QL PLAT BOOK 25.PAGE 40 G L.pj HARBOUR RIDGE \\ VERTEX GOLF COURSE HARBOUR RIDGE 0 PLAT N0.J RL R ImIRFL RIDGE 1 NI/AD PLAT NO' PUT BOON 24,PAGE 1B olvltaP NFn r.... PLAT BOOK 25,PAGE 40 PA-4 HARBOUR RIDGE \ TM rAAm Ilo p,._ PLAT N0.4 Cam-m mltiaoo-t TRACT A' "q� PLAT BOOK 24.PAGE 3830 W.FLORIDA 609 GOLF COURSE \ TAMPA, LORIDA 37fi09 / mm4AUA Y \ .A11NGIwIR IDNA[It DIDm1AGm11Wl y I ME �q i + 1 \ TA � PH:(B13)335-4766 N LOT B wUNIT 2 UNIT MAu-Ii KILMI M t xBp�x' aN[NaWm m k_,*O T—T.311•D a'111��r1a ___ �s` F r�SrroAd �lylf Ly)AE _"--_ - __= Vr mA¢1w/ic `� ■�pBL 815 SOUTH KINGS AVENUE 'd OrXA'O atw 2A11DI Im[q =_______ -_= msA�TAT01 I\mla/N ImoR 19�E7 BRANDON.FLORIDA 33511 tII��Op6t�y.d TMrNO "- = _ _ -___- yg Y-r o,'s < V UNR 18 rwm xoilmaatHl-wo-t PH:(813)657-7810 TAX Ned O' "'"�o� _ __ _-_ qq �a � m•n Fm PREPARED BY: o IIF�� DNOe 4WYI1 IIIAIaImfNL ____ i /\UNIT 15 wRNlmmuE mA1(1�• ®.USA �9 oact�Aq = --_-- _- mlalo mm rMMA"'.Mol<"10 I o c ENGINEERING ru4usaoe aaEa~aoo-e e n i I�Iw r Hsnn�Eur c a.NvowT■ 3 0111[ mL1.lr®m/mN _ ______ _-____ _ _- 1' O R K YwOER 1• 2618 CYPRESS flNGE BLVD. D+0) /UNIT 26 - __ _ __ -_ _ _- Nym.• 9 IW II1:�MDpTI9A mAR.1 m/AD\ rjEs q•� SUITE 110 dptl � WESLEY CHAPEL.FL 33544 wlRav2lAn Imta / u�11 0• nIA lmipl®IML (913)994-0385 R --- - -__ UKL"N Il wtlNl "TV.1 w//C FL cOA#31705 UNIT 24 _ ___ _ _ __ _ - 5. ti B� w4a111rDta�m1-�mr `v _____ ___ _ __ _ _ _ mrfAll• yr+ I - -- ---- --- w Inc°Loma •` -_ _— --__ - ____- Nm'4IN• mA70tw/M 1 LOT D .......... I HARBOUR.RIDGE f -- __------_ _ UNIT 14 rMNm-al-®-mDi pOK 5 P --— _ _ wwtNo— PLAT BOOK 2 I PAGE 40 =- •�w� --___ ... {E, oG>r•1 w/b NO 725)3 - GOLF COUflSE A�S ,a,'� I Il)=x �! 4 - r16Q __ •areYlC ) .. •�A B- UNIT1J rM..m-.MAC . YDDO, _ - •I 2n.a w 1 \ � OF _.._.._.._.-..-...._._ /\ I �� .•tv� nw s I4RafML mAa t�AOK ��.�' P 4v�• . 1 e' • �WioaNN�w a N A 110a ml[x mR 1OtrA � �� � � '�''�flON AL EN�l�• HARBOUR RIDGE Nwola r�wY EDAM I Du/AO \ • HARBOUR RIDGE PUT BOOK 24,PAGE 10 wH� AUGUST 23,2D21 PLAT NO 3 o PLAT N0.5 GOLF COURSE LpF r \ PLAT BOOK 25,PAGE 39 / g MARC MAIER,PE d GOLF COURSE UNIT II H FL PROFESSIONAL ENGINEER UC.R 72513 N o�ae wl�aw laa mNIAr 1�Itts 1� i m Hum Ib.am-Im-a Nu.dim-.mar-ml°-mD-i° w R,mW m1P,I WIM)m/M wR,Rr✓aNXII&mNODRtiIm/Ao TNw�11w1�IBMooroAl� HARBOUR RIDGE Lam^ \ maim W TIa mT w FlMpll laa MAT FL-5281 \ � NmKlL. a IIA A 16010m N RAIIDOt t<FM IA IIa2sIt::I ?,m wp'iam..a®��� - 12600 HARBOUR RIDGE BLVD rr mlMp ruo PALM CITY,.FLORIDA 34990 \ SFp0"5 w t ��� ST. WCIE COUNTY RAPLATU NOR.SGE / SHEET DESCRIPTION t BOUR Q PUT BOOK 25,PAGE 39 14'N BIVD• TRACT L-19 ZONING do FUTURE \ [�ZONING&FUTURE LANDUSE PLAN LANDUSE PLAN \ C.B 11K178CAL&I •120. / SHEET NUYeER \ 24K36 SCALE.1".BO' C-5 L ` REV DAIS OESCNPRON PROPOSED VERTEX 7 4. A m/tl/at PRELLIIIW(Y Cps REV'A' DEVELOPMENT —/— — — — ■ ZONE B m1111AI PRWMINL COS REV•B' p• 20'WIDE(CWSI SF). (\ — — — c FLOOD ZONE*X• 1 2■ 4 `itsx: DED NON-EXCLUSIVE — — — �+ TOP OF TOWER INGRESS,EGRESS,& — EXISTING(2)PARKING SPACES&CURB STOPS WITHIN PROPOSED ACCESS � ® 124.0 ACL UTILITY EASEMENT EASEMENT AREA TO BE REMOVED&INSTALL PROPOSED 20'CONCRETE . — _ — — _ — PAVEMENT ACCESS ROAD WITHIN 20'WIDE(510 SF)NON-EXCLUSIVE INGRESS, I� OF FUTURE ANTENNAS EGRESS,&UTIUTY EASEMENT,REFER TO SHEET C-10 FOR DETAILS 0 11 B.0 t AGL — — — — — — — / v�/� 5"■ \ 4� APPROIDMA <k < /... -•� PROPOSED ■5. , LOCATION OF Il — — — — — •' :: ��\ / 10'WIDE 7 \ FLOOD ZONE LANDSCAPED SF) \ DELINEATION USA ENO PROJECT NO.: LANDSCAPED /�'� ` p' <. , _______ \ / \ BUFFER EXISTING EXISTING TREE t '� '• TREE TO BE TO REMAIN,TRIM DRAWN BY. cxl:LxNo- I OF FUTURE ANTENNAS — — —\— — — / '• � 3" 0 106.0 3 AGL — — \ REMOVED(TYP) AS NEEDED ■ • No _Ell PROPOSED 10'X 20'> ■ / PARKING AREA .y.. 3. - - -yy VERTEX ill (i OF FUTURE ANTENNAS 0 94.0'3 ACL \'` FUTURE LEASE AREA 3 tIII 15"X 25' 1 O� • 3630 W.KENNEDY BLVD. l) b� ■ TAMPA.FLORIDA 33609 / PH:(813)335-4766 i,l PROPOSED 12'WIDE PVC ACCESS CATE \ m a0 / 7\ t \ „ / EXISTING TREE Y If \ 'V / ` TO REMAIN TRIM Cli OF FUTURE ANTENNAS — — # PROPOSED 124' \ / AS NEEDED EAGL UNIPOLE WITH B' / / 1 R ( CONCRETE CAISSON J FUTURE PROPOSED UTrl TRANSFORMER / VERIZON I! PROPOSED TOWER 15'%30' 14• 515 SOUTH KINGS AVENUE PROPOSED TOWER INFORMATION: CANISTERS WILL BE — — f I / LEASE AREA / �' BRAND ON.FLORIDA 33511 FIBERGLASS OR PH:(B13)657-7810 RADOME OR SIMILAR I ? PREPARED BY: LATITUDE:S 27°13'51.36•NORTH / \\ see. / IDNGTIVDE38w Ie•17.66•WEVI' � PROPOSED B'TALL WHITE PVC• USA NGRTN ANERICAN DATUM OF —� IV 1 / FUTURE \ // / FENCE,FINISHED SIDE OI1T ®IENGINEERING e' 1983-(NAD83) / 15'X 10' // \\` 2818 CYPRESS RIDGE BLVD. v, -PROPOSED UTILITY LEASE AREA I \\ SUITE IT. 4• B• WESLEY CEWEL,n 3]344 i EXISTING TOWER GROUND PROPOSED 50'X 50' 2.500 SF \ \\ ■ m ELEVATION:29.8' -VERTEX DEVELOPMENT(FENCED ) \\ // �PRIE \J / IR 3COA/3 0S NOR7HAMERICAN VERTICAL TOWER COMPOUND&LEASE AREA // 15'X 25' 4" ' DATUM OF 1988-(NAVD 88) .PROPOSED 124' — — / v `\ LEASE AREA / 1 ■ / GALVANIZED f / � 4X\ 7 11111111// STEEL UNIPOLE — PROPOSED \ / '. WITH PAINTED / \ 10'WIDE \\ / �♦ Q. 9J GREY FINISH — (2,190 SF) / < Q` f' \ ANDSCAPED \\J / '�1C E N r'-.. p FUTURE EO — �pU / BUFFER � / < i = �i I 1e _*• No 72513 .v 10't TALL �,��'���///,,, / \ / `• _ *' mCONCRETE ;• ' i SEQ HELTER J \ // <3 . P 1�. 20 ST E OF <' PROPOSED \ •4� (,`f, %0<^ (0 IDP. 6v� R �. PROPOSE.8'TALL DEVEEL PMENT / \\\ 3 .3. / fONAL IL WHITE PVC FENCE, IS'WIDE <v <+,� ///2111I I1111A FINISHED SIDE OUT (8,993 SF) / NON-E%CIUSIVE PARENT PARCEL � ` UTILITY AUGUST 23,2021 = EASEMENT � HARBOUR RIDGE COUNTRY CLUB,INC. ■3� �.t.<.' �,' TAX PARCEL NO.4425-605-OD03-000-5 s PROPOSED # OFFICIAL RECORD BOOK 928,PACE 2826 3"CLUSTER '1 3• MARC MAIER,PE o LANDSCAPING / ■ • FL PROFESSIONAL ENGINEER UCA 72513 Y HARBOUR RIDGE M0 NOTE:MI GOPHER TORTOISE BURROWS NOTE;ALL EXISTING VEGETATION TO BE FL-5281 TO BE RELOCATED AWAY FROM PROPOSED PRESERVED TO THE MAXIMUM EXTENT POSSIBLE •<I, •( NOTES: CONSTRUCTION AREA PER FWCPERMTI. SEE PLANTING PLAN DESIGNED BY OTHERS. ;r. y 12600 HARBOUR RIDGE BLVD PALM CITY, FLORIDA 34990 .::AYE I. ALL FINISHED FLOOR ELEVATIONS SHALL.BE MDWAUM OF CABOVE THE ST. LUCIE COUNTY FINISHED GRADE ELEVATION. ® SHEET OFSCRIPRON ;N:.." 2. ACCORDINOTOGEOLINESURVEYINO,INC.'SINRI2PRETATIONOFCONIMUNITY TOWER ELEVATION PANELN`N 120285 G4063 OFTHE FEDERAL INSURANCE MANAGEMENT ' ,� ,'`I g' AGENCY(FEMA)FLOOD INSURANCE RATE MAP(FIRM)FOR SAINT LUCIECOUNTY, L�---�N FLORMA,DATED 2/160I2 THE SUBJECT PROPERTY IS IN FLOOD ZONE`X',-AREA9 CALL FLORIDA 611 do COMPOUND DETAIL VS DHTERh9NED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FlAODPLABN". COMPOUND PLAN ONE CALL-DIAL 611 n TOWER ELEVATION 3. ALL7RLMMONGUNDERTAKENONAMIMPR07MMBYTI♦ELAND Cs llxnecAt ,r•�s•o^ CALL 3WORKINGDAYS sNEET"D Bw DEVFL.OPFENTCODE SHALLBE INACCORDANCE WITHT1EAFffR1CAN 24X7 CAL,11- v7••B'• BEFORE YDU DIG /� c C•B 11x178CAUE11^v18••O^ NATIONAL STANDARDS INST7VIE(ANSI)A-300 PRUNING STANDARDS. BEFORE wvG 24X30 SCALE.1^v 7'-8^ REV GATE INSCRIPPON I 121 4L NIB- �. A W/13/21 NARY PRWMI CO W'S REV '— I10k ' i B OB/1B/31 PREUNItWf/COS REV'B' _� \ [I' / — — — — EXISTING(2)PARKING SPACES&CURB STOPS WITHIN PROPOSED ACCESS •'11 L — — — -L — — — EASEMENT AREA TO BE REMOVED&INSTALL PROPOSED 20'CONCRETE NOTE:ALLEA7577NO v8O8TA1TONTO BB PAVEMENT ACCESS ROAD WITHIN 20'WIDE(510 SO NON-EXCLUSIVE INGRESS, PRFSERVFD TO THE MAXAf11M ExTETrr Po55TETE EGRESS,&UTILITY.EASEMENT,REFER TO SHEET C-10 FOR DETAILS ,FL' ZONE SEE PIANIR7O PIAN DESIGNID BY OTIffRS. FLOOD E'%• ` 20 p• %•' ED —/ PROPOSED VERTEX DEVELOPMENT — 'nFG — ` TO BE GOIH 1TORTOIISE BURROW FROM S USA FNO PRQIEC7 NO.: 20'WIDE(21,684 SF)- / ' CONSTRUCTION AREA PER FWC PERNDT. DRAWN BI: CNECKm B/: NON-EXCLUSIVE �- \ .9 INGRESS,EGRESS,& — — 5(♦ 4� APPROXIM UTIUTY EASEMENT - /.' 1 ■5• LOCATION110 :144.2� •O ` \ LINE. P¢afP.CIA9&1EANo roVPA TAeEe - y - - - �/ t 4 VERTEX 14.1 \ \ EXISTING TREE [1 \— — — — EG `�' �. •; TO REMAIN,TRIM 3� ' [ 0osnxc PEimOus AREA WPEAWOMS AREA Pf YE LO YHEI,1,L11 AS NEEDED ASPHCTOWN. N/A ]Bo sF PROPOSED 10'X 20' ��,0 9 ` PAMEM 3630 W.KENNEDY BLVD. /�/E-.,\PARKING AREA /�.X.- �T 3• <' DarnNa TAMP&FLORIDA 33609 — — — — — — MEG \ ?� i. I xc s,2oo SF NA PH:(813)335-4768 14 2 13.9 EXISTING TREE • \ `..' 10 TO REMAIN,TRIM TOTA1 R2oo sF I ]OO SF — — — — — — — / 3.5 J• CI,fn 3 O AS NEEDED <,< ® >F 7.9 3�1,L 7.0 PROrossOwamcrARRA unOmvearAsle J I, PEWOU9 AREA IMPUNIOUS MR — -1+.7 ES CPR..SETmE N/A 510 Si 7 PAVEM 13.0 a OR 115 SOUTH KINGS ISA AVENUE PR GM N/A 2.5W W PHI(813)657-7810 PROPOSED 12'WIDE PVC ACCESS GATE __ ` " OMM c V PROPOSED 124' 1 0 ^ p 1 Mu r UNIPOLE WITH B' O vRovosm PREPARED BY: PROPOSED UTILITY TRANSFORMER CONCRETE CAISSON O I w snwm 2,16D Sr WA USA TO 1 7 �p. B.o Mu � — - - - — —_ c TOP of `I ExaTwO ®IENOINEERINCi _ _ _ _ _ CAISSON O� i,' PAVmEM N/A 300 Sf 2878 CYPRESS PoOCE BLVD. O �' I .4• TO RE1WN SURE 110 I : TOTAL 2,190 SF ]Jf0 5F WESIEY C11AP0.FL 33544 — (BiJ)994-03B5 _I PROPOSED 6'TALL WHITE PVC• FL Ca'031705 FENCE,FINISHED SIDE OUT 7.S<}. - — — — — — — �z0 x9.8 1 1. '< -PROPOSED UTILITY H-FRAME — TOP O� O e• NOTE: MAINTAIN EXISTING %AIItt'III't///, - PROPOSED 50'X 50'(2,500 SF) Ga` �\ a ,, • '�'• DRAINAGE PATTERNS �.``RC P' Mq1,1, —VERTEX DEVELOPMENT FENCED �` — TOWER COMPOUND&LEASE_AREA14.3 EG ; •'�CENj•'•.,��� _ EXISTING No 72513 c 7 PROPOSE TREE TO BE <,1[' LEGEND =* - C'O 10'WIDE f0.0 0� REMOVED(TYP) (2,190 SF) \l 0.4'I' 9 -O,• / LANDSCAPED \ / < 6• ST E OF F E%ISTINC SPOT ELEVATION F BUFFER(TYP) [" < x— SILT FENCE LOCATION �'��'r N A L 4Ty � . Ip 6 £ lilt PROPOSED [P., :f I( �? PROPOSED SPOT ELEVATION VERTEX / \ AUGUST 23,2021 3^ o - — — DEVELOPMENT \ <! ! <<I MARC MASER,PE ,915'93 SF)WIDE / '194.a<I q<G MATCH EXISTING GPADE FL PROFESSIONAL ENGINEER LIC N 72513 NON-EXCLUSIVE PARENT PARCEL UTILI Ty7 Y — — EASEMENT / HARBOUR RIDGE COUNTRY CLUB, NC. S3 [.1•�"'.E C'�' •,.[ FLOWMD WATER DIRECTIONOVERLAND _ 7 TAX PARCEL NO.4428-605-0003- 0 •<S,' < 1 .\ `+ HARBOUR RIDGE OFFICIAL RECORD BOOK 928.PAGE 26 3•CLUSTER — — / ■ x 9.3 • FL-5281 - PROPOSED ROW OF SILT FENCE.SEE SILT FENCE DETAIL ON SHEET'C-9.SILT FENCE 3•4 :�,T;' 7 SHALL BE PROPERLY MAINTAINED THROUGH OUT ALL CONSTRUCTION ACTIVITIES.(TYP.) 3� LEGEND I 12600 HARBOUR RIDGE BLVD 40� x 11.6 PALM CITY,FLORIDA 34990 c t / 3' x 10.9' [1..<, IT INDICATES GOPHER H LOCATION ST. LUCIE COUNTY / ■ •, 4 < 2' . INDICATES IRWGARON VASWE 3.O 4' M ♦ INDICATES PALM TREE AS NOTED ® SHEET OEscRPnoN A INOICATES PINE TREE AS lED GRADING AND 4. p� INDICATES OAK IAEE AS N 'ED INOICATES CEDAR TREE AS 01ED 6• I CALL FLORIDA 811 DRAINAGE PLAN .a A IN CANS 3'WAX MYRTLE 79FE ONE CALL-DIAL 811 ,5 ■ / GRADING PLAN i � TREE NOTE: INDICATED TREE SIZ IS TRUNK 4 4� DIAMETER IN INCHES,4-5 FOOT A OVE GROUND CALL 3 WORKING DAYS SKEET NUMBER aT ttxn BCALe, -.te••0•• 3• BEFORE YOU DIG A / x"' � g' 4• .I l z4Xae scALE,1^=7•-8• rtf. x 10.4 O 1-80D-638-4097 C.7 .SL - REv aTE DlxwPnox A 13/21 PREUPIPoMY COS REV°A° POST SPACING(D.C.) ARY 1�-- 8.0' --� 6.0' 7 B OB OB/IB/21 PREUMIN COS REV°B° I I� I _NOTES; 1. FENCE TO BE WHITE IN COLOR. ' NEW 12'WIDE 2. FENCE TO BE INSTALLED FINISHED SIDE OUT. DOUBLE GATE 3. FENCE TO USE VINYL VERTICAL BOARDS. 4. BOARDS ARE HOLLOW,100%EXTRUDED VINYL. um ENO PROIECT NO.; ------- FINISHED SIDE DRAWN BY CIO'LNEO BA FACING OUTWARD c S. FENCE TO MAINTAINA°N6GAP°APPEARANCE(OPAQUE), WL 71 B11F (Typ) THROUGHOUT. S. CONTRACTORLOCALTOANCES.NATEFENCEINSTALLATIONWITH VERTEX ANY LOCAL ORDINANCES. (ORTAY EQUIVALENT) LOCK 7. ALL METAL HARDWARE TO BE HOT DIP GALVANIZED, aEVF IP PHEU I,III (OR EQUNALENT) B. GATE WILL BE LOCKED USING ATAYHOPE LOCK OR EQUIVALENT. 3630 W.KENNEDY BLVD. TAMPA.FLORIDA 33609 B. FENCE DETAILS TO BE SUBMITTED FOR APPROVAL PRIOR TO PH:(813)335-4768 EE ORDERING. I I- I I —III—III—III III—III—III I I I. -I I,I—I I I I I— I I I—III—III—I I I- I I --• I I-I __III—III 815 SOUTH KINGS AVENUE f o.I I —III--III -III—III -III I I' I• I I III -I I- ... I--III---III—I �—III=III.u?..I I I�.' 'EA I I—I I I BR HJD(813)657-781011 I i�:-I I . Imo. _ _ _ _ I .-I I_—L.I I— III' --.-III-• '-III: ^III .•-III-I I-I PREPARED BY: -II I=III_ I I i III: - I = USA I h _I III -III .1114 III=I I I I ®IENGINEERING 2818 CYPRESS RM BLVD. WESLEY CHAPEL.FL 33544 --. (613)BB4-O]85 FLCOA 131705 COMPOUND FENCE DETAILS G•B 9CALCI N.T.B. ��•PRG L P g 1,•��CENfEr No 72513 6/ERTEX �'. of OF - D E V E LO PN E NT, L L C NO ifIONAL ENVl��� HARBOUR RIDGE FL-52B1 TRESPASSING g 12600 HARBOUR RIDGE BOULEVARD AREA _ AUGUST 23,2021 E PALM CITY,FLORIDA 34990 MARL MAI PE - FCC ASR R:TED FL PROFESSIONAL ENGINEER UL N 72513 tl LAT:27.13'81.36"N-LONG:80°16'17.66" c L1 EMERGENCY CONTACT:813.335-0788 HARBOUR RIDGE FL-5281. a SIGNAGE NOTES: 12600 HARBOUR RIDGE BLVD PALM CITY, FLORIDA 34990 1. "NO TRESPASSING'SIGNAGE SHALL BE INSTALLED ON EVERY SIDE,NO MORE THAN 40'APART. ST. LUCIE COUNTY g SHEET OESCRIPYON 2. THE HEIGHT OF THE LETTERING OF THE WARNING SIGNS SHALL BEAT LEAST 12 INCHES. THE WARNING SIGNS SHALL BE INSTALLED AT LEAST FIVE FEET ABOVE FINISHED GRADE. SITE DETAILS COMPOUND SIGNAGE DETAILS SHEET NUMBER e•e acAEel N.T.O. C-8 PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS FOR EXISTING TREES TO REMAIN REV DATE DESCRIPTION 50'X 50'GRAVEL COMPOUND A W/13/EI PREUMIWAY CDS REV-A- _• - -_ B 0/10/21 PREDYMARY ODS REV'B- F!(;. PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION - AND CONSTRUCTION ACTIVITIES TOPROTECTTREESAND GEOTEXTILE FILTER FABRIC NATURAL AREAS TO BE RETAp1E00NA5RE. 12'STABILIZED I (MIRAFI 60 MIL OR EQUAL) SI/'��- Y• _ SUBGRADE(LBR 40) 4-COMPACTED#57 PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO COMPACTED TO 98R BE RETAINED WITHIN AN AREA WHERE LAND ALTERATION .UMEROCK STONE. {J AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS MDR PROCTOR - 1'-0" ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT MAX.•DRY -155DENSI7) EXISTING.SLOPE (TMP'J E r{'APf=�1�•�_/'� TO PERMITTED LAND ALTERATION OR CONSTRUCTION (ASTM D-1557) ACTIVITIES.A PROTECTIVE BARRIER MIDST REMAIN IN PLACE USA ENO PROJECT NO.: UNTIL THE LAND ALTERATION ANDCONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF DRAWN BY: CHMM BY: J GRADE FINISHING AND SODDING.NO GROUND DISTURBANCE BMF MUST OCCUR WITHIN THE BARRICADED AREA.THE I FOLLOWING REPRESENTS THE COUNTY'S MINIMUM I PROTECTIVE BARRIER SPECIFICATIONS. COMPACTED FILL(SUBCRAOE) V- I.TREES-TO RESTRICT ACCESS INTO THE AREA WITHIN THE ' ERTEX - CANOPY DRIPLME OF A TREE,A PHYSICAL STRUCTURE NOT A NOTES: LEYf L0P11E111,t1f p LESS THAN 7 d I OTHER SUI FEET IN HEIGHT,COMPRISED OF WOOD OR TABLE Pt MATERIAL,15 PLACED AROUND THE TREE 1.SITE WILL BE GRADED TO ALLOW DRAINAGE PER SHEET C-6,TO MATCH ADJACENT GRADE. 3670 W.KENNDY BLVD.AT THE CANOPY DRIPLINE,EXCEPT WHERE LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE 2.PRIOR TO LAYING THE STONE.THE COMPOUND SHOULD BE CLEARED OF ALL ORGANIC TAMPA,FLORIDA 33609 APPROVED WITHIN THE CANOPY DRIPLINE. MATTER,STERILIZED WITH WEED KILLER,AND THEN TREATED WITH HERBICIDE. - PH:(B13)335-47 SR THE CANOPY DRIPLINE OF A TREE IS THE IMAGINARY, 3,AFTER PROJECT COMPLETION ALL DISTURBED AREAS MUST BE SEEDED WITH LOW E VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE MAINTENANCE GRASS. e OUTERMOSTTIPS OF THE TREES BRANCHES TO THE GROUND. E Ti FIG. E� FIG.A BARRIER SPECIFICATIONS FOR TREES: 815 SOUTH KINGS AVENUE FOUR CORNER UPRIOHTSTAKFS OF NO LESS THAN 2'X 2• �2�TYPICAL COMPOUND SECTION DETAIL BRANDON,FLORIOA 37511 11 � -we ,1 THANLUMBERI" 4" LUM CONNECTED BY UPHORIZONTAL]VIEWERS OF NO LESS C-e aGALeI N.TA. PH:(813)657-7810 l-a1j+'1Jl THAN I'X4'LUMBER;OR UPRIGHT TAKES SPACED AT 3' PREPARED BY: INTERVALS OF NO LESS THAN 2'X 2'LUMBER CONNECTED BY ti " I SILT SCREEN FABRIC OR MATERIAL OF COMPARABLE n I {AOPM" I DURABILITY.FIG.B OPTIONAL POST POSITION ®IENaINEERING 2.NATURAL AREAS-TO RESTRICT ACCESS INTO AREAS PRINCIPLE POST POSITION 2B1B CYPRESS RISC BLVD. I ACTIVI ES RE NOT ATUTHORIZED A PHYSICAL STRUCTURE (CANTED 20'TOWARD FLOW) SURE 11D UI I 6 NOT LESS THAN 3 FEET IN HEIGHT IS PLACED ALONG THE WESIEY CHAPEL, 3]]544 1 (Bf3)894-0365 PERIMETER OF SUCH AREAS. R COA d31705 I. F GEOTEXRLE FILTER FABRIC(WOVEN I BARRIER SPECIFICATIONS FOR NATURAL AREAS: F� 20, POLYPROPYLENE OR EQUAL) I UPRIGHT STAKES OF NO LESS THAN 2'X 2'LUMBER SPACED S POST(OPTIONS:2'R4"OR 2-1/2"NO MORE THAN 25'APART AND CONNECTED BY TWINE 11111111 a FLAGGED WITH PLASTIC SURVEYING T PEAT REGULARSSS MIN.CIA.WOOD;STEEL 1.37 INTERVALS OFS-ID,FIG,C.OTHER METHODS OF IBS./FT.MIN.) DEMARCATION WILL BE CONSIDERED DEPENDING UPON THE E ' CRARACEERIS TICS OF THE SITE. *`,+' `%"" °:\`i<�'^"5 �vS,�ili1, `�,•\'lC Nf f'.�/i No 72513 o, 1 WHY BARRIER1. - 1 'y \ SILT Flow >•+fc r ,�Y>T R`1 , r�. m m - - g OTHER PROTECT ALL ABOVE GROUND PORTIONS OF TREES AND y..^. - T m DAMAGE SIGNIFICANT VEGETATION FROM MECHANICAL — 's ,.r'C�.i+ a-:A.:e=Sn C .. -y'' - 1N T. '. _�� I I=1 k _ sT oP :�tV�: 2.TO PROTECT ROOTSYSTEMS FROM COMPACTION. li�llf II � I�m—��_ Fi 3 FIG, 3.TOPRO VICE AWARENESS OF PROTECTED AREAS TO I= III—I ...—...—II "—I-"`FT" ''I�TTI ,I�NALI,%% EQUIPMENT OPERATORS. I TT 1.Tr '-� I �- 6'MAX. F11II I1111 z x' 44 TREE PROTECTION'S7ANOAR05: .� AUGUST23,2051 PURSUAWMSECI i MACONDMONOFCMNEINCANAPPMVALOF SRE PREPARATION,THE APPLICANT ACREESTHATSHE PREPARATION MARC MAIER,PE ACTNIIHSONTHEPARCELSHALLCOMPLYWITHTIIEFOLLOWINGREE NOTES FL PROFESSIONAL ENGINEER DC.If 72513 o •�A PROIECf10N R£QUIREMENIS. T. PROTECf1VE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED 1.CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF j REFS AND CRANDRIEES DURING SITE PREPARATION,AND SHALL EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION.INSTALL SILT FENCE REMAIN IN PLACE UNTIL LAND ALTERATION,SITE CLEARING AND AS SHOWN WHERE ADDITIONALLY REQUIRED FOR PROTECTION OF ADJACENT HARBOUR RIDGE ? CONSfRUCf1ONARIVITIFSARECOMPLETEBARRICADESSHALLBE PROPERTIES,ROADWAYS,AND WATERWAYS. ERECTEDATA MINIMUMOESTANCEOFTEENFEETDD)FROMTHE 2.CONTRACTOR SHALL INSPECT INSTALLED EROSION CONTROL DEVICE WEEKLY DURING FL-5281 �} ,F�1. p PROTEREDREESANDTWEMYFEET(30)FMMGMNDREM CONSTRUCTION&Q AFTER HEAVY RAINS FOR DAMAGE.MAINTENANCE SHALL INCLUDE 3 + pt I✓7E RO 1 A MINIMUM DISTANCEOFRN FEE HO)SHALL BE MAINTAINED FROM CLEANING BUILT-UP SEDIMENT BEHIND THE BARRIERS AND/OR REPLACING DAMAGED 0R EAST- C'1aT SECTIONS, IlaV iG 4N71�R11�.7'�1 ATHESREECFEDREFSWHENINSEALARD HARDSHIP, IL AUCE SHALL 1PALM HARBOUR RIDGE 990 A 13. BLVD IFTH6 RESULTS IN UNREASONABE HAROSHIP,ASOIL AUGERSHALL 3.THE EROSION CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL PALM CITY, FLARIDA 34990 r BEUSFDTOTJNNELUNDERRIEROOTSlSIEM PERMANENT STABILIZATION IS ESTABUSHD. ST. LUCIE COUNTY 4.HAY BALES BE SHALL NOT BE USED AS EROSION CONTROL. $ s S IN @' . ALL ROQISTO BE REMOVED DURINGTHESITE PREPARATION PHASE 5.CONTRACTOR IS RESPONSIBLE FOR PROVIDING SITE FREE OF DRAINAGE PROBLEMS. SHEET DESCRIPTION V SHALL BESEVERED CLEAN ATTHE PERIMETER OFTHE DESIGNATED 6.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES FOR CONSTRUCTION TO S a y A 0 PROTECTED RADIUS.ALLRIMMING AND ROOT PRUNING OF PREVENT THE DIVERSION OF SEDIMENT LADEN STORM WATER RUNOFF OR ERODED PROTECTS DTREERND EERSHALL BE DONE BYA MCENSED REESERVICE DURING DVELOPMEVEIAPMEM. MATERIALS FROM LEAVING THE CONSTRUCTION SITE. SITE DETAILS a V 9 A c 6 D i 4 0 J. WHEN CONDITIONS DICTATE A PROTECTIVE RETAINING WALL SHALL DECO STRUCTEMROME CTVE RADIUS AROUNOAPROTYCTED REERIM OR GRAND R TREE HETHEPROTECTED ] SILT FENCE DETAIL SHEET NUMBER x n TREE BARRICADE DETAIL OREEORGRAND RAISINGOFTHEEE WILL BE UMINCCRADE�ELYAFFECTED BY LOWERING C-a SCALE,N.T.S. c-e acALel N.r.s. Ci-9 REV MTE DESCRIPTION A M/13 I PREOMINUTI COS REV'A' 6' / B W/10/211 PRELIWUN COS REV'B' EXISTING(2)PARKING SPACES&CURB STOPS WITHIN A PROPOSED ACCESS EASEMENT AREA TO BE REMOVED& INSTALL PROPOSED 20'CONCRETE PAVEMENT ACCESS ROAD WITHIN 20'W10E(510 SF)NON-EXCLUSIVE (e.AFG)— ?S• (PROPOSED INGRESS,EGRESS,&UTILITY EASEMENT �_ 71 �4 T (Z 190WIDE SF)I'— '�•� �70 LANDSCAPED PROPOSED VERTEX BUFFER DEVELOPMENT •+ /n, —20'WIDE(21.684 SF) • NON-EXCLUSIVE • USA ENO PROIELT NO.: ------ INGRESS,EGRESS,& "•..,� .. \ UTIUTY EASEMENT �•.,-• j a t oMWN Br. NECKM W. 13.9 11 %ERTEX �1 PEIELOPME �F] / • •.e •• � r 3630 W.KENNEDY BLVD. (, A /�' / c e TAMPA,FLORIDA 33609 Y PH:(813)335-4768 14.2 _}EI 13. \ ao — / ,<. a• / PROPOSED 12'WIDE P/C ACCESS GATE w�Ir�n.r.utiM 815 SOUTH KINGS AVENUE ,y BRANDON,FLORIDA 33511 PH:(813)657-7810 -•7 PROPOSED VE X (2,500 SF) PREPARED BY: ;, VERTEX DEVELOPMENT FENCED PROPOSED TOWER COMPOUND&LEASE AREA / /� EA,10W S ®ENGINEERING LCAPED f CONCRETE PAVEMENT ENTRANCE DRIVEWAY DETAIL zele CYPRESS CHAPEL.F. BLVD. BUFFER O SUITE 110 Z- SCALlL 1/S•-1• WESLEY 32.11" FL J]S44 c (S7])BB4-O]33 SCALE BASED ON 11".17'ONLY - RCM/J1705 \1111111111Y NOTES: aPRC P' if �� 1. CONCRETE MATERIALS,CONSTRUCTION AND TESTING SHALL MEET ALL APPLICABLE FOOT SPECIFICATIONS. E Z. SUBGRADE.—I.ZATI.NSHALLEIEPER FOOT SPECIFICATIONS SECTION111. _ NO 72513 0. DENSITY REQUIREMENTS SHALL BE AS INDICATED ABOVE. - 4. THIS DETAIL TO BE UTILIZED FOR CONCRETE PAVEMENT CONSTRUCTIONON-SITE. ��•' S E OF :•�� CUT INTO EXISTING ASPHALT PAVEMENT&UMEROCK z PROPOSED EP TO CREATE A BUTT CONCRETE ONCRETE PAVEMENT DRIVEWAY EXISTINGNT OR ZZ7N AL Q EXISTING 1'ASPHALT PAVEMENT REINFORCED 6%6 W1.4XW1.4 WELDED WIRE FABRIC AUDU8T 2,,2021 x , E REINFORCED 6X6BWl.4XW1.4 MARL MAZE PE a WELDED WIRE FABRIC � n ,,. FL PROFESSIONAL -N 6°3,000 PSI(MIN)CONCRETE REINFORCED— WITH „•Z;>�•4.•. ';,:1,•:"it,,,a+�'•�:s�,l.'�('#;i:-1J.;"•. :;;7.�;i�i',;;:,;_:; ;�;`?;�'�1; 6'3,000 PSI(MIN)CONCRETE 6X6 W1.4XW1.4 WELDED WIRE FABRIC y. 'r"-; - may}!} 'O ,, ,, REINFORCED WITH 6X6 W1.4XW1.4 HARBOUR RIDGE �,;`,< .',',' -\� - j,.'; WELDED WIRE FABRIC 12-STABILIZED SUBGRADE(LBR 40)COMPACTED TO 98% '' ,• EXISTING 6'UMEROCK 3 MODIFIED PROCTOR MAX.DRY DENSITY(ASTM D-1557) \ Y�. /.\%�'; 12800 HARBOUR RIDGE BLVD 12'COMPACTED TO 98X MODIFIED DE(LBR OC pAL6(CRY,FLORIDA T34990 Y ,' '•,''%%�''�'//;/� ;. ,/� �,`�•�(�' (.� j \\�i� , '/.'; COMPACTED N TY STMD PROCTOR $T, LUCIE COUNTY MAX.DRY DENSITY(ASTM D-1557) SNEET OESCNPIION DRNMAY DETAILS z 2 CONCRETE PAVEMENT SECTION , BUTT JOINT SECTION A-A SHOT"°°S" C•10 SCALE.N.T.S. C•10 SCALE(N.T.S. C-1 0 ELECTRICAL SPECIFICATIONS . REV DA E DESCRI-ON CGORDINA71ON �tJ gEL p U 70 GR UH 6 0 A oe/1y2t PREUMINW CM REV'A' AENEPRpOyIDE pLL LABOR MA7EppI S EQUIPMENT AND SERVICES NECEgSARY FOR A. COORDINATE THE WORK OF POWER GROUNDING AND TELCO AL 1 FINCbS RONUND WEIy UETC�R SHALLO BE EXOTiERMIC GTI'PE KELDINGRCONNECTIONS B oe/te/z1 ppEUNIW,RY CBS NEW'B' AND INCIDENTAL TO FIE COME INSTALLATION AND OPERATION OF ALL AT EQUIPMENT WITH EQUIPMENT SUAPLER PRIOR TO ROUGH-IN. OA WEEELO• pp � C 5 ELECTRICAL WORK. ALL WORK SHALL BE DONE BY QUALIFIED PERSONNEL FINAL TERMINATIONS TO BE AT THE DIRECTION OF THE HANOHOTI05 SHALLGBEUN7TTOHR ABOVPRESSRE RARTYPE TO PTCONN OBJECTS OR EQUIPMENT SUPPLIER. J.CLAI BOLT TE ESPLIT 71 g TE �p I y B HANNGRJURISDICTION.CON RIA TO THE ,ALI ELECTRICAL SAFETY CODE HE NSTALLATION HALL COMPLY WITHTED YT THE HESE&0 FLORIDA BUILDING CODE&2008 NATIONAL ALL AUTHdRITY L APPLICABLE B.&I ERLCO INTH 711E LOCAL U7TLITTUYACOMPANYAA9 TTO'MAYNPLATE Y TO hllE 6R UDND FNGL SHALLWEBETYWA1Fi(N'O)Cr�CLIA�MM 5�50(D TONSOLINANOOSTNRAN Ep HAIO It k REGULATIONS OF LOCAL AND STATE AUTHORITIES HAVING JURISDICTION. UTILITIES INVOLVED.COMPLY WITH THE RULES AND REGULATIONS OF THE YC,jjF1 1HE CORREOT RHYDRAU�.IC2"CLAMPPTUOLl C CLAMPS NO INSTALLAIiON C, COORDINATE THE WORK OF ALL TRADES. D. ARRANGE CONDUIT WIRING,EQUIPMENT AND OTHER WORK GENERALLY AS WIRES AND CABLES(600 VOLTS) SHOWN PROVIDING bROPER CLEARANCESL AND ACCESS. CAREFULLY EXAMINE SUPPORTS,HANGERS AND FOUNDATIONS ------ ALL C(NTRACT DRAWINGS AND FlT THE WORK IN EACH LOCATION WITHOUT A. BUILDING WIRE,UNLESS OTHERWISE INDICATED SHALL BE 600 VOLTS,TYPE usn END PROJECT NO.: - SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF 7HWN INSULATION(75'C). CONDUCTORS SHALL BE SIZED AND RUN AS INDICATED A. PROVIDE ALL SUPPORT9,HANGERS BRACE ATTACHMENTS,AND FOUNDATIONS FIELD CONDITIONS OR OTHER CAUSES,PREPARE AND SUBMIT DETAILED CONDUCTORS SHALL BE SOFT DRAWN COPPER OF NOT LESS THAN 98% REQUIRED FOR THE WORK. SUPPORIT AND SECT THE WORK IN A THOROUGHLY DruwN er: cxecXEn er: DRAWINGS FOR ACCEPTANCE THE RIGHT IS RESERVED TO MAKE REASONABLE CONDUCTIVITY. SUBSTANTIAL AND WORKMANLIKE MANNER WITHOUT PLACING STRAINS ON THE DEW" BUF CHANGES IN LOCATION OF EQUIPMENT,CONDUIT,AND WIRING UP TO THE TIME MATERIALS,EQUIPMENT,OR THE BUILDING STRUCTURE. OF ROUGH-IN OR FABRICATION. B. SUPPORTS,HANGERS,BRACES AND ATTACHMENTS SHALL BE STANDARD CONDUCTOR INSULATION E 7HE CONTRACT DRAWWNGS PRE GENERALLY pIACRAMMATIC ANND ALL OFFSETS, MANUFACTURED ITEMS OR FABRICATED STRUCTURAL STEEL SHAPES. VERTEX BENDS FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. A. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER CROVIIJ 0N5 SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER.COLOR CODING SHALL BE AS-BUILT DATA BY MEANS OF COLORED INSULATING MATERIAL COLORED BRAID OR JACKET Rry EIDr Neu 1.ur F. THERE SHALL BE NO INTERRUPTION OF POWER TO EXISTING ELECTRICAL OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED,PERMANENT A.VAOS TACT R SHALL PREPARE AND SUBMIT TO THE CONSTRUCTION MANAGER SYSTEMS WITHOUT PRIOR CONSENT OF THE BUILDING OWNER. SUCH NON-AGING,INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET' AS-BUIL74 DRAWINGS FOR CHANGES OR DEVIATIONS FROM CONTRACT DRAWINGS 3630 W.NENNEDY BLVD. INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AN SHALL BE SCHEDULED OR JUNCTION POINT.THE COLOR CODING SHALL BE ACCOMPLISHED AS THE TO THE FOLLOWING:.SOURCE,ORIGIN, TAMPA,FLORIDA 33609 WITH THE OWNER AT LEAST THREE BUSINESS DAYS IN ADVANCE OF THE CONDUCTORS ARE INSTALLED.THE FOLLOWING SYSTEMS OF COLOR CODING 1 AND/OR ROUTING OF MAIN FEEDERS OUTAGE.ANY COST FOR WORK THAT MUST BE DONE ON AN OVERTIME SHALL BE STRICTLY ADHERED TO: PH:(813)335-4768 BASIS SHALL BE INCLUDED IN THE BID. A GROUND LEADS: GREEN 2•I,Q,�ATjf)jiKQ^�uPOTR�Ai�15E� IPMENT G. VISIT THE SITE AND INSPECT THE E%ISTINO CONDITIONS BEFORE BID IN B CROIlJJHOED NEU AL LEDS: W}1ITE C R 9 ORDER TO ENSURE PROPER EVALUATION OF WORKING CONDITIONS AND C GZ.ROYN B VOLT Tff 0/ZEA VOLn UNGROUNDED PHASE WIRES; € LOCATION OF EXISTING CONDITIONS. BLACK,RED,BLUE wen- H. WHERE OUTLETS ARE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN PROVIDE IDENTIFlCA71ON OF EQUIPMENT 8 THE REQUIRED RELOCATION RECONNECTION OR REARRANGEMENT TO RESTORE THE COLOR CODE ASSIGNED TO EACH PHASE TWRE SHALL BE CONSISTENTLY A MARK AND PERMANENTLY IDENTIFY ALL ELECTRICAL EQUIPMENT.IDENTIFICATION 3 SERVICE TO ALL ITEMS,OU4LETS,ETC.NOT MADE OBSOLETE BY THIS WORK. FOLLOWED THROUGHOUT. SHALL BE LAMINATED PLASTIC PLATES BLACK WITH WHITE ENGRAVED LETTERS.USE 815 SOUTH KINGS AVENUE R 1. yL1p1INTW AND SUPP�g7I�G OF ALL Ea1IIPMENT Pp0ylpEp UNp�p THIS SECTION CONDUIT SUPPORTS HIGH LETTERING.ATTACH PLATES WhTH CHROME PLATED OR 316 STAINLESS STEEL SHALL BE COORDINATED 151TH THE CONSTRUCTION MANAGER IN THE FIELD. SCREWS TO THE DEVICE.USE NOMENCLATURE ON DRAWINGS BRANDON,FLORIDA 37511 A.SUPPORT SURFACE BUNS OF CONDUIT USING ONE OR TWO HOLE PIPE STRAPS. PH:(813).657-7810 _ PERMITS AND FEES STRAP SPACING 8 F00T ON CENTERS,MAXIMUM,UNLESS N07ED OTHERWISE. B. ALL EQUIPMENT SHALL BE MARKED WI1H'WARNING LABELS AND SIGNAGE A6 REQUIRED B. FASTEN STRAPS TO CONCRETE USING INSERTS OR EXPANSION BOLTS AND TO BY THE NATIONAL ELECTRIC CODE AND OTHER APPLICABLE STANDARDS. PREPARED BY: ,��.. A. OBTAIN,PAY FOR,AND DELIVER ALL PERMITS,CERTIFICATES OF INSPECTION, HOLLOW MASONRY USING TOGGLE BOLTS. WOODEN PLUGS ARE UNACCEPTABLE. ETC.,REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER USA CERTIFICATES TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. OUTLET,JUNCTION AND PULL BOXES ®ENGINEERING MATERIAL AND EQUIPMENT A. ALL BOXES,WHETHER OUTLET JUNCTION,PULL,OR EQUIPMENT SHALL BE 281B CYPRESS RIDGE BLVD. p7E I. Ep��p� T p Try FURNISHED WITH APPROPRIATE COVERS. SURE 110 s A.IJNSTAU%ANNDS% BE NEWSUAI-D.AEP FITT OF CA,PERMANENT B. NO SECTIONALIZED BOXES SHALL BE USED. WESLEY CxnPEt,FT.355a SPECIFIED AND SHALL BE IISiED BY A NAITONALLY RECOGNIZED TESTING LAB, C. OUTLET,JUNCTION AND PULL BOXES SHALL BE SHEET S11:EL..WHERE REQUIRED (B73)BeK-a38s FOR INSTALLATION IN EACH PARTICULAR CASE,WHERE STANDARDS TO FACILITATE PULLING OF WIRES OR CABLES. SUCH BOXES SHALL BE RIGIDLY FL CDA jJ17D6 m� HAVE BEEN ESTABLISHED. - MOUNTED AND INSTALLED IN ACCESSIBLE LOCATIONS. CUTTING AND PATCHING N OF SAFETY DISCONNECT SWITCH A YEREASON. PROVIDE O THIS YIOCUTTING RK SHALL BE REPAIRED AT TH THE ON LRRA CONTRACTOR D PATCHING NECESSARY FOR-THE OE%PENSE A.PROVIDE SAFETY DISCONNECT SWITCHES AS SHOWN ON'ME DRAWINGS AND WHERE L, gg�JJ `�.���1 P III,", 1 Mq f.,� REQUIRED BY THE NATIONAL ELECTRICAL CODE SWITCHES SHALL BE HORSEPOWER-RATED a i01 I L E COPY Y \ I 77 BY A QUALIFIED MECHANIC EXPERIENCED IN SUCH WORK. PATCHING SHALL BE WHERE APPLICABLE AND SHALL BE THE SIZES REQUIRED.SERVICE ENTRANCE SWITCH A �i. 6 P F i NUNNIIFOCRUM�INTRA�PpP7EUApR/ALNC�EEMAgNED SSHWAITLLH LMIATTC/�HPp7gHEypS�URROTUHNDING SURFACE. 00 SHALL BE SO RATED. MANAGER.SWFIFAE PENETRATIONS Af(EONECESSAROY THROUGHETMFN�57f�FCTION B SWITCHES SHALL BE HEAVY DUTY TYPE FUSED OR UNFUSED AS INDICATED;SIOE HANDLE � � NO 72513 AND CAUWNG TO MSAKE THE PSENETEERATONS AIBSOLLTLLELY WATLRnGOHOTGS� OPERATED NEMA 1 FOR CENFAAL INTERIOR WORK AND NEMA 3R STEEL - FOR E%TE�iIOR.DAMP,OR WET LOCATIONS.SWITCHES SHALL BE EQUIPPED WITH A - _ _ COVER INTERLOCK TO PREVENT OPERATION WITH COVER OPEN. NV i ELECTRICAL WORK UNDER OTHER DIVISIONS ST,LUCIE COUI'�X>I E OF .' A. IN GENERAL POWER WIRING FOR SYSTEMS ARE INCLUDED UNDER THIS C. SWITCHES SHALL BE VISIBLE BLADE,EXTERNALLY OPERATED,WITH ALL CURRENT LESS THAN L M EW %�' SPECIFICATION. CAREFULLY RENEW THEE CONTRACT DOCUMENTS AND -PARTS SILVER OR TIN-PLATED.ALL SWITCHES SHALL HAVE PROVISIONS FOR NOT LESS THAN p RE{IIEW :O,n'•,,C ORI➢?•' - THAN TWO EXTERNAL PADLOCK. !� vI' COORDINATE THE ELECTRICAL WORK TO BE PERFORMED UNDER THE ( ��, f `(a`� aOTHER DIVISIONS. �� �� IQN AL 5\\\ GUARANTEE GROUNDING yA. PROVIDE GROUND FOR ALL RACEWAYS DEVICES,AND UTILIZATION EQUIPMENT SLOG: A.GUARANTEE THE ELECTRICAL SYSTEM INSTALLED BY THE CONTRACTOR FREE PERMANENTLY AND EFFECTIVELY IN ACCORDANCE WITH REQUIREMENTS OF Y FROM ALL MECHANICAL AND ELECTRICAL DEFECTS FOR THE PERIOD OF ONE THE NATIONAL ELECTRICAL CODE E AND AS HEREINAFTER SPECIFIED. ALL DATE: AUGUST 23,2021 a BYEAR BEGINNING FROM THE DAY OF ENEFICIAL OCCUPANCY BY THE OWNERAWFIICHEVER OCCUfl FlR TL ACCEPTANCE OF THE WORK OR GROUNDED Af1D BAONDENG CONNECiSONS SHALL BE 90DDERLYESSN7IFlED. ALL B. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE ELEC' FL PROFMIONAL ENGINEER LICMARC MAIER, E.N 72513 o ELECTRICAL INSTALLATION DURING THE GUARANTEE PERIOD,NEW REPLACEMENT B.WRING AS 1 CALLED FOR ON GROUNDING CONDUCTORS PROVIDE'GROUND FEEDER BLOCKS LO KSNCH CIRCUIT DATE:I)WZ PARTS SHALL BE FURNISHED AND INSTALLED PROMPTLY AT NO COST TO TERMINALS,ETC.,FOR CONNECTION OF GROUND WIRE IN ALL DISTRIBUTION 9 THE OWNER EQUIPMENT,OUTLETS JUNCTION BOXES,AND UTILIZATION EQUIPMENT.TERMINATE PLUMB: a CONDUIT AND FITTINGS SCREWLUGS S WILL NOTACCEPTABLLEM.INALS.CONDUCTORS LOOPED UNDER BOLTS OR DATE: HARBOUR RIDGE A.MINIMUM CONDUIT SIZE SHALL BE 4'.(UNLESS OTHERWISE INDICATED) C. GROUND RODS,WHEN NEEDED SFHOALL BE STEE COPPER CLAD 5f(8'DIAMETER BY FL-5281 3 B.SUPPORT ALL CONDUIT NOT EMBEDDED IN CONCRETE OR MASONRY SO THAT SERNCEEGROITND•RODSUSRALL BE�F'�%510 ANDSCOPPER CUD STEEL RODS. MECH: STRAIN IS NOT TRANSMITTED TO OUTLET BOXES AND PULL BOXES,ETC. D. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM,THE EARTH RESISTIVITY DAT : 12800 HARBOUR RIDGE BLVD SUPPORTS TO BE SUFFICIENTLY RIGID TO PREVENT DISTORTION OF CONDUITS SHALL BE MEASURED USING WENNER FOUR TERMINAL METHOD. REPORTS OF THEE PALM CITY, FLORIDA 34990 DURING WIRE PULLING. . MEASURED RESISTIVITY MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER. ST. LUCIE COUNTY E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROUNDING SYSTEM SHALL NOT C.ALUMINUM CONDUIT L IIS PROHIBITED.Eq gig 7R Cq� A EXCEED 5 OHMS ON ANY PART OF THE SYSTEM. IF DUE TO SOIL CONDITIONS SHEET OESCxu'RON 11 D.ALL CQR RIGID CALVANBZEDASTEAELIZ(E%7ERI0R(EXPOSED)WC TUBING(EMT), ENGIN ER FOR DDITI OTHER ONAL!SSTRUCTIONSAWE IS EXCEEDED,CONTACT THE E,EMT CONDUIT FITTINGS SHALL BE FERROUS COMPRESSION TYPE. F. GROUND BAR PLATES ARE TO BE MANUFACTURED EXACTLY AS DETAILED AND ELECTRICAL DIMENSIONED. NOTES .`s F.IN DAMP OR WET LOCATIONS USE FLEXIBLE,LIQUID-TIGHT METAL CONDUIT G. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL NIH APPROVED FITTINGS. � H. ALL BARE COPPER SURFACES SHALL BE COATED PRIOR TO LUGGING,JOINT SHEET NUMBER COMPOUND SHALL BE KOPR-SHIELD BY THOMAS&SETTS. E-1 REV DATE I DESCRPTWN GENERAL ELECTRICAL NOTES A W/13/211 PREUMDIARY CDS REV'A' 1.)ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRIC 8 0/15/21 PREuwxr3Y COS REV CODE,LATEST ADOPTED EDITION,AND LOCAL CODES. --------- --�1__--/ 2J ALL ELECTRICAL MATERIALS,EQUIPMENT AND INSTALLATION _-_ - __ ____ _ _- / -_I + 11 I PROCEDURES TO CONFORM WITH COMMUNICATIONS INTERNATIONAL tdu 3.)ELECTRICAL RL' r 3J ELECTRICAL PLANS,DETAILS,AND DIAGRAMS ARE DIAGRAMMATIC _ _--__ --- -- - �-_ _ \ / r I ONLY.FIELENT, CONDITIONS DICTATE THE AMOUNT AND LOCATION OF EQUIPMENT. _-_--- —_--—___- - _ __ - 4.)ALL MATERIALS SHALL T MANUFACTURED IN ACCORDANCE WITH ___ _ ____ _ ____ _-_- -- APPLICABLE STANDARDS ESTABLISHED BY ANSI,NEMA,NFPA,AND usA FNC PRaECE ND.: -/--—•/- _— /' +>:1•1+,•• "UL'LISTED. DRAWN SW CHECKED BY. -T _ ___- ______—__ _ 5. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS -t `•x R�QUIRED BY THE NEC.AND ALL APPLICABLE LOCAL CODES. ----— — ----- -- —- Y{ __ �; 6.)ALL CIRCUIT BREAKERS,FUSES AND ELECTRICAL EQUIPMENT '' ---_-_-_- - ---- A+ � SHALL HAVE A MINIMUM INTERRUPTING RATING GREATER THAN THE /ERTEX UTILITY FAULT CURRENT. uE"ELov NEnl.11c 7.)FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO --------- - _ ___ - _ _1__ /__ VENDOR PRINTS AND INSTRUCTIONS. 3630 W.KENNEDY BLVD. ---- __ ____----- -----/ -•, A- ___ /+ v TAMPA,FLORIDA 33609 B.)PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGE PH:(813)335-4768 -------- -- --------- --t -_: - -_ /y- -_ "I `• IN THE COURSE OF THE ELECTRICAL WORK. _ _ _ _:.Si.• ✓ •fir •. EL PROVIDE GOFF COMMUNICATIONS WITH ONE SET OF COMPLETE —-_ - _ - —---- SHOWING ABEL ALL ELECTRICAL EQUIPMENT PER F THE -- - -- --- _ O ______ �• ` + 10 L ELECTRICAL"AS-BUILT'DRAWINGS AT THE COMPLETION ----- - ----- - IT. SELF-CONTAINED METERKINGS_ _ _ /+ ; a,;; DENCES MUST INCLUDE HORN TYPE BY-PASS PROVISION SO THAT PH:(813)657-7810 ______ ___ __ PROPOSED UTILITY 1 `,.I•, SERVICE KILL NOT BE INTERRUPTED WHEN A METER IS REMOVED -- -------- --_--- l�� TRANSFORMER 1 1:u': FROM THE SOCKET. PREPARED BY: --- -- --------- PROPOSED(3)4.0 SCH.40 CONDUITS EACH •,>+;: -- _ __ WITH(J)3-500 KCMIL WIRE RUN UNDERGROUND PROPOSED 124' II• 12J ALL EQUIPMENT PUNCH OUTS AND CONDUITS(USED AND SPARE) VS'� FROM PROPOSED POWER COMPANY TRANSFORMER"//II �y-a�JUNIPOLE WITH 8' ' J TO BE RODENT PROOFED'WITH CAPS,STEEL MESH, AND/OR FOAM ®IENGINEERING -- -- ---_-_--_ TO PROPOSED H-FRAME MOUNTED 6-GANG/� IU Bf CONCRETE CAISSON I A• ��I:;ei FILL BY CONTRACTOR(AS NEEDED). _ 1000 AMP SERVICE MEFER BASE �l 28I8 CYPRESS RIDGE BLVD. j - ---—--- - - --- -- _- I I r '+ 11.)ALL INTERIOR CONDUITS AND BUSHINGS SHALL BE EMT.ALL SUITE III) _ -__ _ _ -_--_-_--_ / 1• EXTERIOR SHALL BE PVC UNLESS NOTE OTHERWISE.SEE SBA WESIEI'CHAP0.R 335N 1 r 2! SPECIFICATIONS. (F.G)oA 4-0365 31705 ___---_-- - ---_----- -- / PROPOSED :I•' A __ __ __ _________ / UTILITY H-FRAME 1.i6 A ..y..! 14.)NO SPOILS TO BE LEFT ON SITE WITHOUT THE WRITTEN CONSENT --- --—� PROPOSE VERTEX DEVELOPMENT 15'WIDE — /` // \ .+ / )%; OF THE LANDOWNER (8,993 SF)NON-EXCLUSIVE UTILITY EASEMENT-_ •`\ `j r \yy111111I1I//// _ O 9t __ E PROPOS 50'%50'(2,500 SF) ,�y,�.•, '.;• �P�' t E N F _-_-____- ------------- / VERTEX DEVELOPMENT FENCED •/ ++ '•'S' �,, �E`••'P'• / TOWER COMPOUND h LEASE AREA 1 —--______ ---_---_ —_F__— 1(:' TYPICAL ELECTRICAL LOAD SUMMARY =* No 72513 _ __ ______ _ __——————— _— 120/240V—SINGLE PHASE—JW 200 AMPERE SERVICE ——————— D / .'•:• LOAD DESCRIPTION KVA ^�O••• m .•.^ / --—----- —--—- / �[, A I[cw0 I UGHTING 1.0 KVA ` FROM EXISTING TRANSFORMER 70 P '�4V` 7 �—PROPOSED(1)2'SCH.40 CONDUIT ELECTRIC TRANSFORMER;•' / ` -- ------ V x,�iS RECEPTACLES 1.6 KVA ON CONCRE � 1,TE-PAD / Q� ---- ---- � •i x t f0 1 rx PROPOSED TRANSFORMER •1 AIR CONDITIONING 12.0 KVA / NAL \\ `���'�, -- ;�• / (APPROXIMATELY 215't) _� '�'� r I I IIIII\\ (BEWARE OF EXISTING IRRIGATION LINES) COMMUNICATION EQUIPMENT 25.0 KVA r;; �����„�• / r ,iS oS•TAR:Si:"2P7le °'/' ,� '•�^!. ,�•� ��` ^^^/ FAN 0.37 KVA `•\'�,_ �.1�� _ 54 'i�` •• ~ •�4 1 I TOTAL LOAD(INITIAL AND FUTURE) 39.97 KVA AUGUST 27,2021 or:.. '. -^- • r ; : MARC MASER,PE I APPROXIMATE LOCATION OF EXISTING 3' .I a SS = • 39.97KVA O O.BSPF 33.97KW O 240V m 141.5 AMPS(70� FL PROFESSIONAL ENGINEER LIC.072513 IRRIGATION WATER LINE(VERIFY LOCATION) �r x ~ ` I LOAD CALCULATION SUMMARY HARBOUR RIDGE " "— —• "—"� "—"— SERVICE: 120/240V,SINGLE PHASE,1,000A FL-5281 w .•,;,,:,., �,,.� - SFUTURE.......so 33s7w 2 HARBOUR RIDGEBLVO ' a - . . � . . .� . . ......... P 0 1 800 +,.,..� :" ''..''+`""•-'• TOTAL... 169.85 KW PALM CITY, FLORIDA 3499 ST. LUCIE COUNTY m APPROXIMATE LOCATION OF EXISTING 6" 8 _ . .•� ' ' POTABLE WATER LINE(VERIFY LOCATION) y SHEET DESCRIPTION GRAPHIC SCALE FILE COPY CODES AND STANDARDS ELECTRICAL PLAN 5 30 60 1 ELECTRICAL PLAN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NEC NATIONAL ELECTRICAL CODE,LATEST ADOPTED EDITION SHEET NUMBER P.2 SCALl,1";30' NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION SCALE BASED ON 11"x17^ONLY NFPA NATIONAL FIRE PROTECTION ASSOCIATION �cA (IN TEEM UL UNDERWRITERS LABORATORIES,INC. G L it GROUNDING NOTES RAA DAZE HMRf NPnpN OB ]/21 PRELIMINARY CDS REV'A' B 08/15/21 PREUMINART Cps REV'B' 1 WELD ORUEQUAL)CEXCEPT CONNECTIONS EQUIPMENT PMALL ENT CONNDE ECTIONSEWH CHRARE MECHAPR SSNICALLY FASTENED. ALL LUGS SHALL BE TWO HOLE,LONG BARREL TYPE,FOR COPPER,UNLESS OTHERWISE NOTED. - 2. ALL ))GROUND�RODS SHALL BE A M)INIMUM OF 10 FEET LONG COPPER CLAD STEEL f302 OR BEL6W5 RARE 3GSE SHIEWLOS TO°PRDIAMET IUID IVEN VERWG'�ROD TOPS WITH TOPSS JB'MIN. 4■ " J. ALL GROUND CONDUCTORS SHALL BE BARE TINNED,SOUO COPPER WIRE,SRED 82 AWG.,RUN 2: '1<�I � 30'MINIMUM BELOW GRADE(UNLESS OTHERVSE NOTED). - - — — — /__———— ` 4■ 1' I 4. GROUND RODS FOR GROUND RING SHALL BE LOCATED 10'APART MAXIMUM. _----_- i•,. 5. ANY METAL OBJECT WITHIN I FEET OF THE TOWER OR EQUIPMENT GROUND RING SHALL BE �'ENc PROJECT NO.: � BONDED DIRECTLY 70 THE RING. DMWN BY: CHEOKFO B, f `\ ^ < 6. THE MINIMUM BENDING RADIUS FOR ALL GROUND CONDUCTORS NO.B AWG OR SMALLER SHALL W'L' BYF 5•■ \ 4i •c'�' BE B,CONDUCTR LARGER THAN N0.6 SHALL HAVE A 12•BENDING RADIUS. 5 \ 7. ALL ABOVE GRADE GROUND CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD EARTH AND �\ _ _ ,_ _ _ •• �,.\ 7 HORIZONTAL ONLY WHERE NECESSARY WITH NO LOOP BACKS. vERTEX / 4• 6. ALL CONDUCTORS SHALL BE ROUTED SUCH THAT THERE ARE NO ANGLES OF LESS THAN 9D DEGREES. DLVLLp PNLn I.uE 9. COMPLETED GROUND SYSTEMS SHALL BE TESTED USING THREE POINT METHOD AND SHALL 3■ HAVE A RESISTANCE OF 5 OHMS OR LE55.IF RESISTANCE VALUE IS E%CEEDED.NOTIFY OWNER 3630 W.KENNEDY BLVD. �` ! ■ FOR FURTHER INSTRUCTIONS.SUBMIT A COPY OF THE TEST.REPORT TO THE OWNER TAMPA,FLORIDA 33609 /�:�C ,\ /l'x•' 3• 10.ALL°ROUNDING SHALL COMPLY WITH NFPA 70(NEC)AND NFPA 780,'UGHTNING PROTECTION PH:(813)335-4768 E \ ^ \ CODE'. e '— " 1{ / \ \;\J/�.,•� ) /V/ \\ 3" ' 11.ALL GROUNDING COMPONENTS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 3�\\ \� 12 END.ANY METAL CONDUIT MOUNTED ON THE TOWER SHALL BE BONDED TO THE'TOWER AT EACH 3■ _ � ■ 13.ALL GROUND BARS SHALL BE TNN"COPPER 4'X 24 X 1/4•WITH PRE-DRLLEO HOLES TO \ MATCH TWO HOLE LUGS:HARDWARE SHACL BE STAINLESS STEEP„NO ZINC COATED MATERIAL 815 SOUTH KINGS AVENUE ALLOWED.MOUNT ALL GROUND BARS PARALLEL TO THE EARTH. BRANDON,FLORIDA 33511 14,STACKING OF GROUND LUGS 15 NOT PERMITTED PH:(813) 657-7815 PREPARED BY: " GROUNDING KEY ®IENGINEERING v / + 281E CYPRESS E BLVD. 2 I 1 TOWER GROUND RING#2 AWG BARE TINNED. GROUND RING TO BE sRES 110 10C �/T /\ 8 INSTALLED WITH NO KINKS OR BENDS AND AT A DEPTH OF 30 W�LEY(aHCHAPEL•FL 33344 m f I - \ \ / / / I 4• R COA/31703 7 GROUND ROD WITH INSPECTION WELLTOWER - / 4� I g• O GROUND GRODS DVIA#2 AWG RING TO EBARE TINNED COMPOUND C1P�IIMA��''i `4: / O4 TYPICAL GROUND ROD \• f'•, _ •/ `\\ 5 GATE POSTS GROUNDED WITH FLEX * No 72513 _ 4% // <.,a F'< O 2/0 BONDS TO GATES (TYP. 2) - #2.AWG GROUND FROM H-FRAME POST '�D OF /v� f \ TO GROUND ROD aRl➢a •�1�` a — / 4 S�:LUCIE C UNT! 1'•1 <,`L O (2) GROUND ROD SPACED 6'APART CONNECTED W/ ./ PLAN REVI 4/0 AWG COPPER GROUNDING ELECTRODE CONDUCTOR #2 AWG TINNED CONNECTED TO CASSION OR REBAR CAGE&TIED TO GROUND RING AuauBT za,xB2t / \ '�/� \ '3� 3^ <�� • ... MARL MAIER,PE .BLDG. \\�� ♦ � G ��'� NOT USED - FL PROFESSIONAL ENGINEER UC.p72513 f / DATE: ——— 4 G / ELEC: ■3" HARBOUR RIDGE DATE:1/JG��iI 3•CLUSTER 5 1 FL-5281 ♦ 12600 HARBOUR RIDGE BLVD J• / PLUMB:__ ,•� �w ' GROUNDING LEGEND DATE: PALM CRY, FLORIDA 34990 FI TYPICAL GROUND ROD ST. LUCIE COUNTY $ MECH: GRAPHIC SCALE SHEET DESCIRRION DATE: DING PLAN 10 20 �� O GROUND ROD WITH INSPECTION WELL s Ea sc GROUNDING PLAN ALBASBDDNIIN1T^ONLY • BOND TO GROUND WIRE (� ) #2 AWG BARE TINNED SOLID COPPER SHEET NUMBER GROUND WIRE BURIED 30" BELOW GRADE E-3 • - REV GATE OFSCRIPIION A W/IJ 1 PRELWNARY COS REV'A• B OJ/I8/21 PREU INKt'COS REV'6' PROPOSED 1-1/2"0 UNISTRUT PROPOSED 6—GANG NEVA 3R METER BASE. 1000A MAIN BUS WITH IOOCA LUGS. PROPOSED 1-1/2"0 GALVANIZED 14`9' t7'-3- 200A BRANCH RATING,SINGLE PHASE.(TYP.)UNLESS NOTED OTHERWISE. STEEL U—BOLT(TYP) PROPOSED RAINBIRD ESP-4M'HYBRID IRRIGATION CONTROLLER PROPOSED 4"0 GALVANIZED _____ PROPOSED OUTDOOR WEATHERPROOF GFCI PLUG STEEL POST(TYP) USA ENG PROJECT NO.: ------- FUTURE TELCO NEMA BOX 0® O® © 'oRAwN W CHECKED Br: (BY OTHERS) I Q I 0 O O O 3/4'0 PVC CONDUIT FROM LOAD CENTER TO IRRIGATION CONTROLLER I1 PROPOSED VERTEX METER, 100A BRANCH RATING ° ° VWRTEX . I PROPOSED VERTEX 100A LOAD CENTER,SE RATED,NEMA 3fl ENCLOSURE -----J 1-1/4.0 PVC CONDUIT FROM VERTEX METER TO LOAD CENTER OEYELGPIIEIII,I" 1"0 PVC CONDUIT TO IRRIGATION PUMP/WELL SYSTEM 3630 W.N 2-PVC CONDUIT TO METERS TAMPA FLORIDAORIDA J3609809 (3)4.0 PVC CONDUITS TO POWER COMPANY TRANSFORMER PH:(B13)335-4768 E 3000 PSI CONCRETE(TYP) 3/0 AWG COPPER DEC IN 3/4-PVC CONDUIT TO GROUND ROD I- I I I I I—I I III—III— III—III— I—I —I I—I3"I—III I I—I I—I I III- I —I —I —III I II—III—III—III—I I B15 SOUTH KINGS AVENUE I=III—III=III=III—I I I�.. ':I—I I I=I I El I I— I BRANDDN.FLORIDA 335„ I _ PH:(813)657-7810 III=111=1 I III=1 I I—I 1=1 —III III ST.LUCIE COUNTY PREPARED BY: I—III=1 I-111 " `I— usA _ PLAN REVIEW I I I I=1 I— —III ®IENGINEERING 3 (TYP) CYPRESS Ito /� E BLVD. WESLEY CHAPEL•TL 33544 BLDG: (813)954-0365 PROPOSED VERTEX ELECTRICAL LOAD SUMMARY DATE: FL COA 031705 120/240V-SINGLE PHASE-3W 100 AMPERE SERVICE H-FRAME DETAIL ELEC• � VA ea SCALEIN.T.S. DATE:/1,4, ITT��J���� LOAD DESCRIPTION � \1 I F a IRRIGATION 1.0 KVA PLUM r TOTAL LOAD(INITIAL AND FUTURE) 1.0 KVA E N DATE: �:•'�,�C IDDD VA/240 V-4.17 AMPS(4.17h MECH- = No 72513 ' OLE,IO- DATE' _*: * ? _ TYPICAL FUTURE ELECTRICAL LOAD SUMMARY 120/240V SECONDARY ST E OF ��� ^' 120/24OV-SINGLE PHASE-3W 200 AMPERE SERVICE SINGLE PHASE ���.�• ,C DRIOP•'• (v tt LOAD DESCRIPTION KYA �j(^if . ' �`?�� LIGHTING 1.0 KVA (3)PARALLEL RUNS, '77//r1pNAL EN VV�• RECEPTACLES 1.6 KVA (3)500 kCMIL IN EACH PROPOSED S—GANG NEMA 3R METER BASE. t00CA MAIN BUS 4"0 PVC CONDUIT WITH BOOA LUGS,SINGLE PHASE 200A BRANCH RATING AIR CONDITIONING 12.0 KVA NOTES COMMUNICATION EQUIPMENT 25.0 KVA 1.ALL CONDUCTORS AND LUGS SHALL BE COPPER. AUGUST 23,2021 E FAN 0.37 KVA �T)200A�T)2. T)2.�q MLIGA120/24OV, SED 4.CONNECTIONS IN TROUGH SHALL BE MADE W TH MARL MAZER,PE TOTAL LOAD(INITIAL AND FUTURE) 39.97 KVA 3/0 AWC MBJ METER BLOC S,SQUARRE'D�R EQUALL DISTRIBUTION R.PROFESSIONAL ENGINEER UC.072513 200A 2 3.INOIVIDUAL SEANCE ANDAND CONNECTIONS ]9.97KVA 0 O.BSPF-3S.97KW®210V-141.5 AMPS(707G) 3/0 AWC GEC _� � SHOWN ARE TO BE ROTATED SUCH THAT INDIVIDUALHARBOUR RIDGE SERVICE CONDUCTOR LOADINGS WILL BE EQUALREO. 4.METERS SHALL BE AS SPECIFIED IN INDIVIDUAL (3)N3 THWN CU, CARRIER STEEL FL-5281 • y (1)/B CU GRD,IN LOAD CENTER, &SERVICE 1ROUGH,METER CANS AND SERVICE 1-1/4'0 PVC CONDUITBREAKERS SNALL BE NEMA 3R. FUTURE LOAD CALCULATION SUMMARY OV, t00A,MILD 12600 HARBOUR RIDGE BLVD SERVICE: 120/24OV,SINGLE PHASE,1,000A SPARE METER SLOT FOR FUTURE CARRIER - PALM CITY, FLORIDA 34990 (TYP.OF 5) ST. LUCIE COUNTY 5 FUTURE.......5 0 33.97 KW BREAKER TO SHEET DFSCRIPIION TOTAL............169.85 KW GFCI PLUG (3)#12 THWN CU, (1)f)12 CU GRD,IN FILE ELECTRICAL K 3/4"0 PVC CONDUIT Cn DETAILS 2 ONE-LINE DIAGRAM 5„ELT NuuBER !-0 SCALEI N.T.S. E-4 REv wTE 9EscwPnoN A W/0/211 FRETIMMARY COS REV•A' B W/19/E1 PREUMIWSY COS'REN'W TOWER GROUND RING,82 FENCE POST, BARE TINNED SOLID COPPER EXOTHERMIC WELD,COLD GROUNDING CONDUCTOR NO SLAG OR GALVANIZE AFTER COOLING. DEFORMITIES ALLOWED EXOTHERMIC WELD OR EQ IVALE FINISHED GRADE. OR EQUL,NO) , PARALLEL,NO 1°Flo 7-WELDS ALLOWED.(TH I—III � T=Ili= AE 9l6 g2 AWO BARE SOLID TINNED CONCRETE COPPER GROUND CONDUCTOR FOUNDATION. VERTEX MINIMUM BENDING RADIUS TO GROUNDING ELECTRODE 45 DEGREES,TYPICAL CONDUCTOR LOOP. 9eveLocp[n1.'I( JUMPER,N2 SOLID,BARF,TINNED COPPER GROUNDING CONDUCTOR 3630 W.KENNEDY BLVD. TAMPA,FLORIDA 33609 PH:(013)335-4768 WELD CONNECTION DETAIL FENCE GROUNDING DETAIL E , _ &S SCALl1 N.T.S. E-8 Scam N.T.S. 815 SOUTH RINGS AVENUE BRANDON.FLORIDA 33511 "' PH:(813)657-7810 N PREPARED BY: ST.LUCIECOUNTY G+ENGINEERING PLAN REVIEW "IS CIPRESS IWOE BLVD. 3 YrSLEY CUIWEj,Fl.33544 REMOVABLE TEST (613)994-0395 WELL COVER � FL CIA/317OS i (SEE NOTE 1) _ 61DG: FINISH GRADE " DATE: \\\\\�1•P 92 SOLID COPPER GROUNDING ELECTRODE DATE:J/��l�� �:•��C E N ff; ¢+�� g CONDUCTOR LOOPGII-LJ•C-s' No 72513 3 6"PVC PLUMB: '�.: *_ .� IXO7HERMIC � DATE: : CONNECTION(TYP) o GROUND CABLE .MECH: -O TE OF r IN4•SLOT IN PVC FINAL GRADE DATE' ����' �RIQa••'�`�� PIPE AT GROUND - ! CABLE LOCATION CADWELD(TYP) o n auousr 23,2021 E GROUNDING ELECTRODE MARL NIAIER,PE COPPERClAO STEEL CONDUCTOR LOOP REFER FL PROFESSIONALENGINEER U4tl)3633 GROUND ROD TO GROUNDING PLAN , D 5/e"XIO'(TYP.) OF FOR CONNECTIONS. SIZE HARBOUR RIDGE NOTES: COPPER CLAD STEEL GROUND ROD 5/0 0 ��LE gyp, FL-5281 1. CONTRACTOR SHALL PROVIDE PRE-CAST X 10,LONG. U ) 3 CONCRETE INSPECTION WELL WITH CAST BLS 12800 HARBOUR RIDGE BLVD IRON TRAFFIC RATED LID WHEN WELL WILL PALM CITY,FLORIDA 34990 BE W AN AREA OF TRAFFIC. ST. LUCIE COUNTY 2. ALL WORK SHALL CONFORM TO THE LOCAL SHEET DESCWPnON BUILDING CODES.DEPTH MAY VARY. GROUNDING .2 , GROUND ROD INSPECTION WELL DETAIL 4 TYPICAL GROUND ROD DETAIL MAILS 'S \!:Sl SCALE:N,T.S, ES scar N.T.8, SHEET NUMSER E-5