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Oil -1 i JURISDICTIONAL PERMITS /APPROVAL GIN OF SEBASTIAN GIN OF SEBASTIAN GIN OF SEBASTIAN INDIAN'RIVER COUNTY INDIAN RIVER COUNTY GIN Or SEBASTIAN GIN OF SEBASTIAN FLORIDA D.E.P. � FLORIDA D.E.P. ST. JOHNS RIVER WMD 9 MAJOR 51 TE PLAN APPROVAL LAND GLEAR I NO PERMIT TREE REMOVAL PERMIT CONGURRENGY APPROVAL UTILITIES PERMIT DRAINAGE PERMIT RICHT-OF-WAY PERMIT ViA5TEWATER PERMIT WATER DISTRIBUTION PERMIT ENVIRONMENTAL RESOURCE PERMIT a INDEX OF SHEETS. 1. TITLE SHEET 2A. BOUNDARY SURVEY 25. TOPOC RAPH I G SURVEY 2G. TOPOORAPH I G SURVEY (OFF51 TE) 20. TREE SURVEY 3A. LAND GLEA�RI NO / ER051 ON GONTROL PLAN 3B. LAND GLEARI NO / ER051 ON GONTROL PLAN 4. 51 TE PLAN (h0' SGALE) 5. 51 TE PLAIN A (30' 5GALLE) (b. 51 TE PLAN B (30' 5GALE) 1. 51 TE PLAN G (30' SGALE) 8. 5TORMWATER' MANAGEMENT SYSTEM PLAN q . PAV I NO -$ CRAD I NCC PLAN A (30' 5GALE) 10. PAV I NO 4 C RAD I NO PLAN B (30' 5GALE) 11. PAV I NC 4 &RAD I NC PLAN G (30' 5GALE) 12. UTILITIES PLAN ((90' 5GALE). 13. UTILITIES PLAN A (30' 5GALE) 14. UTILITIES PLAN B (30' SGALE) 15. UTILITIES PLAN G (30' SGALE) 16 5AN I TARY , 5EHER PROFILES 1-1. 5EHA (5 I'PUMPINO STATION PLAN 18. GON5TRUGTION NOTES 11. POTABLE 'HATER DETAILS 20. ViTEWATER DETAILS 21. 0ON5TRU6TION DETAILS 22.. 5TORMHATER DETAILS 23. LANDSCAPE PLANS 24. OFF-51TE UTILITIES PLAIN (P6WERLINE ROAD) 25. TYP I GAL 5EGT I ON (POHERL I NE ROAD) 2Cb., PLAN 4 PROFILE , (POWERL I NE ROAD) 2`7. PLAN 4 PROFILE (POHERL I NE ROAD) 28. GRO55--5EGT I ON5 (POWERL I NE ROAD) 2q. INTERSECTION PLAN (POVNIERLINE ROAD @ MAIN STREET) 30. STRIPING 4 51CNACE PLAN (POHERLINE ROAD) I bef di in Florida VICINITY MAP (NOT TO SCALE) OWNER/APPLICANT PEL 1 GAN ISLES LTD. 6535 NOVA ROAD, SUITE 10(b DAVIE, FLORIDA 3331-7 TEL. (154) 42-1-3050 FAX M54) 472-30gq ENGINEER MASTELLER AND MOLER, ING. 2205 14TH AVENUE VERO BEACH, FLORIDA 32g60 Phone: (172) 56-7-5300 Fox -'(7-72) 1,514-1106 moqtmoIr@bcI 15outh.net r, UTILITIES LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR 15 TO FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND MUNICIPAL AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES. THE, CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY AND OWNER5 INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF HIS OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. PELICAN ISLES Gail 48 hours ore you g a M CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NO. 4204 2205 14TH AVENUE, VERO BEACH, FLORIDA 52860 PH.M2) 567-5500 / FAX (772) 7q4-1106 any � 0 4 It's the Lowl } Rc.. 1--&00.432-4-7-70 Sunshine Stote One Gail of Florida, Inc. STEPHEN .E. MOLE?, P.E. EL #33183 {�} 2003, MASTI UXR1 # MOLER, INC. � - - _..-:._- � !. � 'I � _ iii dldi 11 idY.i YYII'�YllihtlYua YYWlairHWYYtlllulllllllll frwarunlYmuniWYfYYIYiiaiYial'ilYiiCrf�IlfYii YY diiii wi uuY Yrli�iWaYYliiilWwla WitiiwtiiHilYiilriud olun moan BEV DATE DESCRIPTION OR/APP . itllltl IlitlllultlllllJtlllalllinYI IIIIIWaOuullilYYitiliB YiiIIIJ aiY.WYfIIW11�IIItlInllYllllllii'i11iYYmlI IIIuuI IJil+rlllul nlililYYiii9iaotJiYii3ilii4YiYY11df YIY WIfaIIYY iYi'iYfiYiWliaWi�tliiYW WrW�Y tl�IiiYWYIIa IYIYII hrYOfi nY iIYIfYYrrli hl IIII IYrIIa i111111nYla OiliYriiWWrdulllrll l' Illll lli ill Ilii in IIIWIniY IiYYI.YYIYtlrillrYill 111 IIII I ill II III III Ill inli�IlirifirYplirilfYYWWrIYurYliiWlll1011 it sill lil inui iiduYianl lYlarYffillYYWarafrrilllllil 11 Ili lil VIII IIIIallllaif�\Yirii�ififi(YYrYllll illi 111 illl I� I ��i it lil ii1111111illlli -- LEGAL DESCRIPTION (AGGREGATE): REPORT OF SURVEY QESCRIPTION (EXHIBIT "aa- PARCEL. 1: :SURVEYOR OF SURVEY- BOUNDARY I BEING A PART OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND THE NORTHEAST QUARTER OF THE SOUTHWEST 1/4 OF NORTH 24 ACRES OF NW 1/4 OF SW 1/4 OF SECTION 6, TOWNSHIP 31 •SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M, 3916 Boundary u r v � SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEiNG MORE FULLY DESCRIBED AS ��✓✓ FOLLOWS: SOUTH, RANGE 39 EAST, EXCEPTING THEREFROM LAND CONVEYED TO WILLIAM MASTELLER, MOILER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 DRNIELS AND ROSA A. DANIELS, HIS WIFE, BY DEED RECORDED IN DEED BOOK 2205 14TH AVENUE BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 31 32, PAGE 548 AND OFFICIAL RECORDS BOOK 552, PAGE 992 OF THE PUBLIC VERO BEACH, FLORIDA 32960 - PHONE (772) 564-8050 SOUTH, RANGE 39 EAST; THENCE ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF THE SOUTHWEST 1/4, N89'48'47"E, RECORDS OF INDIAN RIVER COUNTY, FLORIDA. Vi SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISEDA DISTANCE OF 46.91 FEET; THENCE SOO'02'32"W, A DISTANCE OF 781.18 FEET; THENCE S88'48'29"W, A DISTANCE OF 43.51 AND TO THE SURVEY FLORIDA MAPLICENSED AND/OR REPORTSURVEYOR OF SUAND RVEY BY MAPPER. OADDITIONS TTHANOTHEEDELETIONS SIGNING PARTY � r f C r m E�:h; For NDO'0007"EP ANDISON THE EAST TANCE OF 3.80LINE FEET O SAID A POIINNORTHWEST ON THE /SOUTH NE OF HE NORTH 24THENCE ACRES OFTHE ALONG SAID NORTHWEST THE NE 1/4 OF SW 1/4 OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 OR PARTIES IS PROHIBITED WiTHOUT WRITTEN CONSENT OF THE SiGNING PARTY OR PARTIES. 1/4 OF THE SOUTHWEST 1/4; THENCE ALONG SAID SOUTH LINE, S89'43'10"W, A DISTANCE OF 1053.06 FEET TO A POINT ON EAST, LYING WEST LOUISIANA AVENUE, EXCEPTING THEREFROM THE SOUTH AL 534.50 FEET, AND ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED .HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT ® ® THE EAST LINE OF THE WEST 291 FEET OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE ALONG SAID EAST LINE, LANDS, ALL BEING IN THE NE 1/4 OF SW 1/4 OF SECTION 6: FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6.003(E) FAC) SOD'07'41"E, A DISTANCE OF 19.70 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 534.5 FEET OF THE NORTHWEST IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1/4 OF THE SOUTHWEST 1/4; THENCE ALONG SAID NORTH LINE, S89'03'22"W, A DISTANCE OF 291.03 FEET TO A POINT ON 1. LAND CONVEYED TO ABRAHAM FOSTER, ET UX IN DEED BOOK 20, 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF Trlad Housi ng THE WEST LINE OF RANGE 39 EAST; THENCE ALONG SAID WEST LINE OF RANGE 39 EAST, N00'07'41"W, A DISTANCE OF PAGE 505. A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. 801.20 FEET TO A POINT ON THE NORTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 2. LAND CONVEYED TO ERROL GREEN IN DEED BOOK 106, PAGE 250. *HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, 31 SOUTH, RANGE 39 EAST; THENCE ALONG SAID NORTH LINE, N89'43'10"E, A DISTANCE OF 1342.97 FEET BACK TO THE 3. LAND CONVEYED TO HOMER N. CATO, ET UX IN OFFICIAL RECORDS POINT OF BEGINNING. BOOK 16 PAGE 404. MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL 4. LAND CONVEYED TO KIP KELSO. ET UX IN OFFICIAL RECORDS BOOK 50 FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET.CONTAINING 1,086,980 SQUARE FEET OR 24.95 ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND PAGE 410. .FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 11/09/1995 (SEE REVISIONS) PartnchrN� r9 L® ® RESERVATIONS OF RECORD. (432811-C.RTF) ARH 5. LAND CONVEYED TO FIRST BAPTIST CHURCH OF SEBASTIAN IN OFFICIAL RECORDS BOOK 45 PAGE 416, PUBLIC RECORDS OF INDIAN • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: QESCRIPTION (EXHIBIT "C"): RIVER COUNTY, FLORIDA. A) ASSUMED BEING A PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 31 SOUTH RANGE 39 EAST 6. LAND CONVEYED TO W.E. CUNDIFF AND STEPHEN A. MUSSELWHITE, B) THE NORTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 BETWEEN A FOUND INDIAN RIVER COUNTY, FLORIDA, BEING MORE FULLY DESCRIBED AS FOLLOWS: AS TRUSTEE'S IN OFFICIAL RECORDS BOOK 0641 PAGE 343, CONCRETE MONUMENT NO IDENTIFICATION AND A FOUND IRON PIPE NO IDENTIFICATION PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. B) THE BEARING IS N89'43'10"E COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 31 PARCEL *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP SOUTH, RANGE 39 EAST; THENCE ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF THE SOUTHWEST 1/4, N8948'47"E, A THE WEST 291 FEET OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4, WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN, NO TITLE OPINION IS EXPRESSED OR IMPLIED. DISTANCE OF 46.91 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N89'48'47"E ALONG SAiD NORTH LINE, A DISTANCE LESS THE NORTH 209 FEET AND LESS THE SOUTH 534.5 FEET THEREOF, IN SECTION 6, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, OF 969.30 FEET TO THE NORTHWEST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 50, PAGE 410; THENCE TOWNSHIP 31 SOUTH, RANGE 39 EAST, SAID LANDS NOW LYING AND BEING IN INDIAN UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. S00'09'37"E ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 119.90 FEET; THENCE N89'44'16"E ALONG THE SOUTH RIVER COUNTY, FLORIDA.LINE OF SAID LANDS, A DISTANCE OF 250.43 FEET TO A POINT ON THE WEST RiGHT-OF-WAY LINE OF LOUISiANNA AVENUE; • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES "X" AND "A" PER FLOOD INSURANCE CERTIFIED TO: THENCE ALONG SAID WEST RIGHT-OF-WAY LINE S19'35'42"E, A DISTANCE OF 70.41 FEET TO THE NORTHEAST CORNER OF RATE MAPS 12061CO076 E, DATED MAY 4TH, 1989 AND 12061CO077 G DATED JUNE 30th, 1999, LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 16, PAGE 404; THENCE S89'49'49"W ALONG THE NORTH LINE OF SAID LANDS, PARCEL 3: -UNLESS A COMPAR!SON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. 1) PELICAN ISLES LIMITED PARTNERSHIP, A FLORIDA LIMITED A DISTANCE OF 162.01 FEET; THENCE S00'11'11"E ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 77.46 FEET; THENCE THE NORTH 209 FEET OF THE WEST 291 FEET OF THE NORTHWEST 1/4 OF THE PARTNERSHIP N89'11'36"E ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE OF 187.67 FEET TO THE POINT OF CURVE OF A NON SOUTHWEST 1/4 IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, SAID LAND • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE 2 TRIAD HOUSING PARTNERS, LLC, A FLORIDA LIMITED LIABILITY / WITH THE STANDARDS OF THE UNITED STATES. ) COMPANY TANGENT CURVE, SAID POINT LYING ON THE WEST RIGHT-OF-WAY LINE OF LOUISIANNA AVENUE; THENCE ALONG SAiD WEST SITUATED IN INDIAN RIVER COUNTY, FLORIDA. RIGHT-OF-WAY LINE ALONG A CURVE TO THE RIGHT, OF WHICH THE RADIUS POiNT LIES S76'57'00"W HAVING A DELTA OF . LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE ORDER NO. 3) THP 3 CORPORATION, A FLORIDA CORPORATION 13'03',31'A RADIUS OF 420.00 FEET AN ARC LENGTH OF 95.72 FEET TO A POINT ON THE NORTH LINE OF LANDS DESCRIBED IN PARCEL 4: 52131494LA, CUSTOMER REFERENCE NUMBER 35652.034, EFFECTIVE DATE OF NOVEMBER 5, 4) STERNS, WEAVER, MILLER, WEISSLER, ALHADEFF & SITTERSON, OFFICIAL RECORDS BOOK 641, PAGE 343; THENCE 589'11'36"W ALONG SAID NORTH LINE, A DISTANCE OF 280.52 FEET; THE NORTH 95.04 FEET OF THE FOLLOWING DESCRIBED PARCEL: 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. P. A. "OF FROM THE SOUTHEAST CORNER OF NORTHEAST ONE-QUARTER OF e LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE: INSURANCE ORDER NO. 5) LAWYERS TITLE INSURANCE CORPORATION THENCE ESC29 39 E ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 67.77 FEET TO THE NORTHEAST CORNER A SOUTHWEST ONE-QUARTER OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 52142119LA CUSTOMER REFERENCE NUMBER 35652.040, EFFECTIVE DATE OF NOVEMBER 25, 6) RCC CREDIT FACILITY, L.L.C., A DELAWARE LIMITED LIABILITY LANDS DESCRIBED IN OFFICIAL RECORDS BOOK "W PAGE THE THENCE N89F SAID ALONG THE NORTH LINE 6. SAID LANDS, EAST, RUN NOO'00'00"E, A DISTANCE OF 740.12 FEET TO THE POINT OF 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. COMPANY, ITS SUCCESSORS AND ASSIGNS A DISTANCE OF 96.76 FEET; THENCE 500'0 DESCRIBED ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 146.54 FEET E A 7 COLLINS, BROWN, CALDWELL, BARKETT & GARAVAGLIA, POINT ON THE NORTH LINE OF LANDS DESCRIBED IN DEED BOOK 20, PAGE 505 AND DEED BOOK 106, PAGE 250; THENCE BEGINNING OF THE FOLLOWING DESCRIBED PROPERTY; THENCE RUN Q ) CHARTERED S88'37'12"W ALONG SAID NORTH LINE OF SAID LANDS, A DISTANCE OF 356.14 FEET; THENCE N00'02'32"E ALONG THE EAST S89i1'01"W, A DISTANCE OF 290.00 FEET; THENCE RUN NOO'57'40"W, •LANDS CONTAIN 36.15 ACRES MORE OR LESS, found 3/4" iron LINE OF SAID LANDS A DISTANCE OF 226.12 FEET' THENCE S88 / '48'29"W ALONG THE NORTH LINE OF SAID LANDS, A DISTANCE A DISTANCE OF 307.13 FEET; THENCE RUN N8944'14E, A DISTANCE OFIli pipe • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC `*ono tdentificotion OF 549.42 FEET TO THE NORTHWEST CORNER OF SAID LANDS; THENCE N00'02'32"E, A DISTANCE OF 364.15 FEET BACK TO 295.13 FEET; THENCE RUN SOO'0001 W, A DISTANCE OF 304.31 FEET TO VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THiS SURVEY IS THE TOP OF I NIW ! 1 THE POINT OF BEGINNING. THE POINT OF BEGINNING. LESS THE EASTERLY 15.00 FEET FOR LOUISIANA A BRASS DISK STAMPED F-200 1960 AT THE INTERSECTION OF MAIN STREET AND POINT OF BEGINNING I I AVENUE RIGHT-OF-WAY. SAID LANDS SITUATED AND BEING IN LOUISIANA AVENUE. SOUTHEAST CORNER. ELEVATION=19.72 BK -6 N�4�a45`iy BK -7 I 0 „ „ CONTAINING 487,690.39 SQUARE FEET OR 11.20 ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND INDIAN RIVER COUNTY, FLORIDA. SITE BENCHMARKS ARE AS DEPICTED ON SHEETS TWO AND THREE. ��'' W I round iron pipe •4p' .^� I LEGAL EXHIBIT B I i RESERVATIONS OF RECORD. found concrete no identification QO 4 r,, found 1-3/4" iron I found 4"x4" concrete 562 a2 n� I (WEST PARCEL) I i pipe found 1" iron pipe monument stamped I /n.w. comer of the n.w. •THIS SURVEY CONSISTS OF 4 SHEETS AND IS NOT VALID WITli'9(IT ALL 4. BK -5 5 P I (432811-E.RTF) ARH I no identification found 2' trop pie monument \ no identification reed 0.18 east 1/4 of the s.w 1/4 _om I I no identification lection 6-31-39 no Identification �. 1 4 4' n.e. comer of the t N89 48 47"E 1016.21 �• - - - 201.68' - - 2 .6 - 5.80 east " C �Y 4) r Z I I 7�- - - - - - 89'S2'12"E 100.00 0.16 west. 0.11 north N>►r3r 4; 10 E BEARIN BASF - n.e. 1/4 of the s w 1/4 .�1'�7 Tti7�T'•1TTTT"! 7 7�l . . . . . . i • i i / I / I i I / I / . I / . / / / / . / / / / / / / / / / / _ T r Af ORT l NN r n Ti r ► 1 r , '4 n THE "' I r I Z V/�iiiiiiiii/.r (/ 46.91 ,rli_ ,rvCl,H �, nG v� ,r�� ,..�. / •r vF ,H� J.rr, �! •r 969,J0 f X12.00 ,i 209' [ i,n ,r 'i ,�,r'!r['i, r' LI... /' 4 is/'rIr r'i-'r'ui' 1'ri'//////I/1DaJ1.97////////�//////r/f//!//////r///////// I ieCtiOtl 6-31-39 H4 ,vOR H t..:Nt n ,r�c, ,r. rr. ,/4 W. Mc_ ...rr. ,/•r'//////////1/////!///!/ //////////////////////////.( , \ POINT OF BEGINNING •�////////////////////////////////irriirr//////////////////r/I////I/////I//////// ////////// /////r//// O� •,nT ,.,r.,, nrn ////S8T�3'34"E/ rBK-18/BK-tlr BK -8 I p� ,vv, i,r..�.vvGU \ 1 FLOOD ZONE "A" .�//r//r/////r//////rr!///////!f//////ff/r/////f/ kr//////56E �.t6i// 3'49'38"E;y�/ I LEGAL EXHIBIT "C.' �� CR8 50 ='AGE -�;0 \ \ 1 �'ARCEL 3 /,////rr//r/rr/r//r/i//r/r/r///rr/////rrr//r/r/r//r/r//r/rrrrrr////r/r/rrr/rr// BK-2t/�3i�.� t.(e�33,t6rr h / i``d c0 ov w 8K-44 /'f/!!/iiiiiiiiiiiiiiiiiiiiiiiiiiii�ii'�'�• 6�t, S�53t'tg•3_,d ryry`ti✓i`s,3to I (EAST PARCEL) m fou"p1/2" \ \ I �S5353'20"E " 2768 fo.cfound 2` iron FLOOD ZONE A///ry //r, a notdendficipe ationo,.///////////f////////f//////!!///.PP o I-.///'rr////frr!///!/!/rrr////!///!/r/f////r/////////!//////////!/!/////////r/ BK -16 .•� no identification N89'44'16'E 25043' g nrr nn, 7 p.nC F • os p Z BK -9 1 O vCC,riCvwt 32 nvE" 543 /565'44411"E'//////I///////////////////I//////////!////////!/////////////!!////n�/rte\� �� ///� 00 ,,.rn/r!!!/!!///////////////////////////r////!//!//r///I//////////////!/ kkfaf �, ,D ,S ///.rA I found 4x4' concrete N \ I 1 N n,vv BK -43 /!!/f////rrrrrr////////rr//////r////r//rrrrrr/rr/////////r!///rr�O! 'ru; FLOOD ZONE "X" srr.: I monument found 4"x4" w� /BI3SK•.-yg10. I W no identification concrete monument co "O5053E//////BK-42 PARCEL 1 h (broken) W \ \ Ir �oBK-22 6.72 westno identification 1 ' I BK-41/8K-42'///////rr////r/r//////r/r///////r//r/rr//r//rIr//////r///r/////r2rr f � BK -15 �'r///sS\�s• N ui 3 / ////rrsii•.k F \ ice /r!/////r!////r//r//////////////•••••rrr//////!r////////////rrrr///r/(��• ..5894949"W 162.01set N rod ,n ..,n �o .N� K_„I N „EXHIBIT C" _ o I 2�.r.G.err,vv///r/!//////I////////!///!r////f. .N N, /!///// . a .r -82.00 _ n m/////r/////rr/r/rrrrr =,� '//////r//////!/r//rrr!//r//////rr/�2�i BK -23 a�`;D.r/rrrr/ "'�� I Np found concrete and eo� 8tom�eld -��-------- /!fr////f//.n�•rn'////////////////////////r!f///f///. / lir o.�'/////l.�rs 9• concrete monument �� Ib 4644, 1 ` 291 Nn! a/////////!//r//////!///////////.v::::rfig'///////////////r/////////!/////rr /�t o �'////// �•!9\T no Identification Tim ,vv, Lw..vuLv \I set 4"x4' concrete found 4"x4' concrete! rri /!//rrrr//r//rrr//rr//////////////r//r//////r///!//r/r///r/////////////////7 Ma ////// /%r��� !L IZ 2.42 north �n ,� per.E nw ` \ set 4'x4' concrete 1 `monument stomped monument BK -40 //r//rr//r////!/r////r/ \ BK -t4 Sg r// /r/. BK -1 �r R VREl ,� n.7� •4v r r monument w P or/r///rrrr/rr////rr///r/rr//rrrr////////////rIr/!//r/r//r/rrr/!/!/r////BK-24 a,� /Q//;%//,0h found cop NB9'11'36"E N8911 .36 187.67' stomped ie 3916 1 v Ib 4644 no identification I .�t, N \ 4.80 east I cnorrrrrrrr//r/rrrr/rrrrrr/r!//rrrr/r//rrrr//rr//rrrr/r/!/rrrrr/rr//r//r/r//.� Z &6�'pOE'•j�rp°,y��l � ondc stomped r P P e� N;,J' �. PIs 3916 84.487 ed O 0.48 south p/////////////I///////////!////!//////////////////////////!///!//!/,O•gl I found corcrete=130331/r/////!////////!r/////////r/!// `* 3 pis 391,, s s;a-,NdL�,'g.�BK-13 „1rnpls 3910 420.00'-> BK-39?T:////////r////r/r/////////////////////////!!!//!//r/f//////////f////2.e4• o F//f///r/r/rrr/////////r///r/!/f/rrr/found 1-1/2' ironN/: 1/ AAL = 95.M2'/ FLOOD ZONE "A" I J /!!////r//////rrr//r/////!////r/////////!r/r/!!/rrr////rrrr/ BK -25/ �+ C) I found 2" !ran Pipe PARC`806'3115 E�/' > A//!///!///r////r» ! / i/ fa//!/!!////// f//!!/!!/!!/rrr/ no identification o CHORD = 95.52 - �Y pipe 549.78 DEED set ion rod z / / / / . / s� x I� n I no identification , r ' IM BK -38 xyAsj,:/r//rr/////rr/ / / rIr/ rrrrr/rr/'r. r/r/r,�i/!rr/!//rr �i/ ,n,; I S88•=829 W 549.42 and cop 4j ij E-+ I- ,r, d9 rr//r///////!/rrrr//!r//rr/!//////r// r///rr/rr/rr/f//��22. / o .r �•4' wI (++' 1 stomped Ib 4644280,52 -found 4'x4' - 1 Q O I� r////r/////rr////////////////////////Y//////// ////N/.g48. K-26,01,1 } •` onaete monument- I !� 1 Q � BK -37 N/r/r////r/r!/!!/r/ 'rrrrr//rr/f//rrr/rr//////// r//// • , • N / / vn stomped pis 39"6 _ W/// BK -27 `=1!% -I� S`t^ I li I/////1 ////!//////!/////////!///// /////////// 1" Rr I Of� r r 10 W W ` I `�. 9 ' �,•w �,� o found 4'x4' N89'58 3 W h `02 Zg3 a s u) I N I- I ImI Q 00 F I `%rm,//r//////////////. ////!i/r////////t//////// l5 0, N concrete monument 96.76 i 2� 1 FLOOD ZONE "A" I �' <o stamped pis 3916 I -found 4"x4" r 1 t 'dam ( i- 44 p8 •• BK -28 L,_ concrete monument Q ;a /!r///////r/r///////i!/r///////r/�ir 61 /69 BK -29 I C3 I Il:stomled pis 3916 Io '! W ,..zl N . •�� • J „ " BK -36 rrr/rr////r////r/rrr////rrrrrr/r//r/. 0 Z FLOOD ZONE X 1,,i rrrr/f/r//rr////////////r/////, r�/;� Ld �/ =-'""� NOT INC..UDED PARCEL Z Z ` pr/////r///////////////////rp- �,i/' ` ! I / I (� 0;1 " " �A'/r/rIr//r///////////r//tt�2ia�' SK -30 un+ ,,,nEn v i_ W ,rvl ur.r�.ww I PER O.R.B. 641, PAGE 343 Im" Q �. 1 - I M 'ORF rJ 'PAGE 4 , 6 � Q FLOOD ZONE A 4 rIr!!!/!!///!/!/BK-3Y///�► X25• t n �~ '- 1•r.E �� r�i �i/r/////////////r///,y•' / I I ,,,/ FLOOD ZONE "X" ` V) I r1 o found 4xa" 00 F N N I ' a ARCEL „,,,""""r,/, r `� iV G found 4"x4' M - concrete monume�It I ! Q i co I a► BK -35 �r / r'! r r"'! /"/'����� ` ! L' I i Z concrete monument v no identifkation I w c3 I N SAY / /S8 / / / / / / e / .aa •jti• / O found iron rod °' ALSO INCUDE IN 9`.t'r!• 474-46"Err, r 0 SndthD stomped no identification 290.00 DEED b ( n ►- �6 • / ..36.96' r /�4� :,J o P P P 100' DEED ' C I fA Y� J„ �� h- n n nr� ,�,rr, ' a r -n r O - T I /and disk I �,rv, ,i...�.vvGv 11,93 north cQi 100.38'Lt 290.09'�� found nod 1 W d9 �< •l,6'3201"E BK -32 I vEEvE3vvK A 0 AGE 'v5 0.38 east7.06 588'3712 W 358.14' 7- T �- J ono identification PARCEL 1 • I 467 // rl rU //%/ ,�' / r r n/ l BK-'. / 5 r I / / / found concret found 1/2 fro P / W �y 8K-33 I ncrn- nn r , ••F p•r•c �, n /// found 3/" iron I v _wL`vvi. , vu nv� �, v P Pe ^I I � I ""'7 monument no identification found 2" iron / st�nped 1 E SO .T 1 ,6,C nE T C ►,n T, 7 4 • nC ,ES \ O 'co nort iCOtiOn 1 i� Tli� J.,�,li t.,,rt_. v, rpt` Rrri � r nvll�J t P�Pe I 149 north IS 3916 VII W / vi Tt{E ir.ri'. 1 / '4 OF THE S.iV, i I t I ,ry n0 /Ideni:iliCo110n�' I� 5 N78'58'17"E 36.99 v, Ur v L.A. UL_ N I -001 W2-6 W2-5 �...-) Ofd nrrn�nril/ 'nn Ej. n Fny I N58'39'55"E vGLv vv ; ^ N89'S2'20'E yg g.. / J�/l o W 100.28' \ I I� » „ 3W267 %!/// :S2400'1WE� •ler r n �^•� �_ .. _ - --/ FLOOD ZONE X / / / / ! / / / 50.34 / N08'41'09"Wt r / / r r / / r r§et iron rod � vtc�,Ctiv,i , uv t n.iC a.rJv I 44.00 ' / ETir+�.0 W2-4 /and cop stamped 1 r/ Ib 4644 r r i I 4 W2-8 ! f /nRE� found 4"x4" concrete set 4"x4' concrete NO2'45'03"E �, ; 9 'ynY� ;; �' S22'50'03 "E monument S8810'29" . 47.15 :/!/////!/! 92.32 no Identification " monument atom 51' 1 - _ - - - - r 3 7 _. t 4x4 concrete 46. ._ se c P� . 7 9 - , c- 4 - �- sooror 1 E .89 south - r s- -- �+� monument stomped 19.70' r Ib 4644 ani 1!) W ry r_o /rrrrr ! 053.OR. -. 549.42' 3 - - - - _ - -- -- -- 8'737 _ - ._ _ _- -- - -747:2 DEED o ..........................................................................................................................................................................::::.::::.::::::::::::::::::::::::.::::::.:::::... .,.... _. ! 4 29_W - - - - S8 'W ,I W Ib 4644 ":...- :..::..::..::..................... - - - ..� ... .... ....... _. - .... 8 __ - - - - - - - ................... ........... j ................................ .................. .. S88 `S :: ::GAP IN DESCRIPTIONS_ - - .•....•......_ •- -- .....::...... 'S, . _. _ - - - - = - - - - - -- - ........................... ••'�'`="''•'-`- '"•�+"���""� � �• W2-3 set a"x4' concrete 0 found 2" iron �� �� I0rn° o S89VS22"W ly'LUJ found 4"x4" concrete monument i -� rr�t ir�ry S09'40'27"E O pipe k7 N = Bet iron fad T ,r ►,n ,T, , , ,r.,r nr r ,r rn,.T, Etam ed Sm 3916 I 'O :� monument , Ilc ,.vli, n L.urG v. ,ilG .,vv, ri 47,14 P P p no identific tion o -� ui and cop stamped! _ N37'05'26"W • w RIE+ Q ep no identification . . nE T� ,E ►, u, , ! w nE T ,E s^ u, + / • n ._n Ib 4644 I 4.04 east, 0.07 north 5.)'r.5 v, , n , v, n. ; ! •r v, , i 1,. J. rr. , / •r 96.96 -2 I po 10 L7 U I I W2-10 -,pt S532001 -W , i / ,( (Y3 I N81 25'31"W W2-1 32.71CD ` �^ 3x•66 -�-- NOTE: THERE ARE FIVE SEPERATE PARCELS DESCRIBED IN DEED BOOK 20, LijW, / DETAIL i PAGE 505 AND DEED BOOK 106, PAGE 250. THE CIRCLED NUMBERS 0. i I ABBREVIATIONS AND SYMBOLS \ I / NOT TO SCA E REPRESENT THE FIVE SEPERATE PARCELS THAT ARE NOT INCLUDED. I I I THE LAND DESCRIBED IN THE ABOVE REFERENCED DEED BOOKS, HAS SINCE I IRC IRON ROD AND CAP OAK(S) SANITARY MANHOLE SIGN �( / I BEEN SUBDIVIDED INTO LOTS BY SEPERATE METES AND BOUNDS DESCRIPTIONS. j I LB LICENSED BUSINESS I` I ` THESE METES AND BOUNDS DESCRIPTIONS HAVE NOT BEEN PROVIDED TO THIS NO. NUMBER PINE OD DRAINAGE MANHOLE LIGHT POLE I \ / I , SURVEYOR, N R/W RIGHT OF WAY I I I I W I set iron rod 0 r found 4'x4' concrete and cop stomps, Oi W CM CONCRETE MONUMENT 41;PALM WELL 0 MAiL OR PAPERBOX C)CO \ monument IIb 4644 1 1 .rvr ur.,�.vvCv MEAS. MEASURED 0 lj no identification" 00 888'48 29 W I THE SOUTH 53.4.5' v THE ',VEST 291' I ♦ SOUTHERN BELL BOX o K) 4; 51' P,U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT SHRUB HYDRANT oln GAP IN DESCRIPTIONS O•/I A - C.R.B. 552 ?r.:1w 992 I FD. FOUND wv - - - - - - - pipe I n ( I O.R.B. OFFICIAL RECORD BOOK% WATER VALVE CABLE TV BOX ZI �- - - - - - found 2" iron P.R.M. PERMANENT REFERENCE MONUMENT a MAPLE `a I 7VE z no identification I 1 j I P.C.P. PERMANENT CONTROL POINT a� WATER METER `�' POWERPOLE I \ ` c NOOroO'07"E I BM BENCHMARK CITRUS, CLEANOUT I \ `� c I 3.80' / GRAPHIC SCALE F. F. FINISH FLOOR ELECTRIC BOX I X £ a I 100 0 so 100 200 400 I I I ELEV. ELEVATION 1 1 I ELM ® CATCH BASIN -- UNDERGOUND UTILITIES SIGN I y o o 1 I I IL ROP EDGE RADIUS F PAVEMENT ® MONITORING WELL I E 5 I = I SANITARY VALVE CURB INLET I ( I A DELTA MIL LENGTH 0SC. TREE Ruv SV ( IN FEET ) I X REUSE WATER VALVE D4 I \ i 1 1 1 inch = 100 ft. I.D. IDENTIFICATION 1Rv I I � 1 I I SEC. SECTION IRRIGATION VALVE TELEPHONE MANHOLE Y I TWP. TOWNSHIP I ( I RGE. RANGE ® YARD DRAIN ® POST WOOD OR STEEL FOUND 3/4" IRON PIPE I 1 1 j PROPOSED DRAINAGE ❑ CONCRETE POWER POLE II NO IDENTIFICATIONN8910'39"E1339.60' - - -� ` 1 1 I 1 I --T�--------------------------- -----------------------------•-"- - - - - J r - - ._ _ - - - .� - .- . - - _ - - - - -_ _._-._--- found bait the �_---------- - s.e corner off the n.e. 1/4 of the s.w 1/4 1 1 section 6-31-39 432812.DWG DISI #CD56 �J W 0 IY � LL_W I•- Q d Z LL O O O ZA Q d W W T U O ~ Lj w O U) O d O C) Z W _I CO z > O U_ F_ J O LJ = I- CCS rlp O W W O X O 1.0 O 00 117 W w N O CN 0 w O LL_ U _i O Q � w C O N -C d- L0 O N N m c+D Q OZ N Q U a LL_ W U U LLi p N 0 W Op N � O a to dam- O O CY) .. Of Z O rn Lu O I z m O o Q m l- m 0 U LLJ C14 � Y w I� o n � O d w Q w ?- d cl� Z U = Z F- O M 0 0 (n i.!) n M f) r- t0 (0 \ (3) 0) o \0 o f 1 I \ p O O N O O O 0) 00 1` (O 0 • •d- 1`) N W 0 IY � LL_W I•- Q d Z LL O O O ZA Q d W W T U O ~ Lj w O U) O d O C) Z W _I CO z > O U_ F_ J O LJ = I- CCS rlp O W W O X O 1.0 O 00 117 W w N O CN 0 w O LL_ U _i O Q � w C O N -C d- L0 O N N m c+D Q OZ N Q U a LL_ W U U LLi p N 0 W Op N � O a to dam- O O CY) .. Of Z O rn Lu O I z m O o Q m l- m 0 U LLJ C14 � Y w I� o n � O d w Q w ?- d cl� Z U = Z F- O M 0 0 (n i.!) n REPORT OF SURVEY: • TYPE OF SURVEY: BOUNDARY • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP ABBREVIATIONS AND SYMBOLS RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. *SURVEYOR IN MASTELLER RES & REED INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS IRC IRON ROD AND CAP OAK SQ SANITARY MANHOLE -� SIGN undary 2205 14TH AVENUE. UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. Lg LICENSED BUSINESS VERO BEACH, FLORIDA 32960 - PHONE (772) 564-8050 • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES "X" AND 'A" PER FLOOD INSURANCE NO. NUMBER 0 PINE 0 DRAINAGE MANHOLE # LIGHT POLE eTHIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED RATE MAPS 12061CO076 E, DATED MAY 4TH, 1989 AND 12061CO077 G DATED JUNE 30th, 1999, R/W RIGHT OF WAY SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. CM CONCRETE MONUMENTPALM WELL ® MAIL OR PAPERBOX TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY MEAS. MEASURED OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT SOUTHERN BELL BOX WITH THE STANDARDS OF THE UNITED STATES. FD. FOUND SHRUB C71; r f 0 r m � For *HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT CABLE TV BOX FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS611317-6.003E FAC • LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE ORDER NO. O.R.B. OFFICIAL RECORD BOOK MAPLE pQ WATER VALVE IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF TYPE SURVEY IS 52131494LA, CUSTOMER REFERENCE NUMBER 35652.034, EFFECTIVE DATE OF NOVEMBER 5, P.R.M. PERMANENT REFERENCE MONUMENT s rQs POWERPOLE 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. P.C.P. PERMANENT CONTROL POINT WATER METER A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE ORDER NO. BM BENCHMARK IVCITRUS CLEANOUT 19- ELECTRIC BOX HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, 52142119LA CUSTOMER REFERENCE NUMBER 35652.040, EFFECTIVE DATE OF NOVEMBER 25, F.F. FINISH FLOORAwft' UNDERGOUND UTILITIES SIGN Tri'ad MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. ELEV. ELEVATION ELM ® CATCH BASIN FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • LANDS CONTAIN 36.15 ACRES MORE OR LESS. E.O.P. EDGE OF PAVEMENT ® MONITORING WELL R RADIUS ® CURB INLET •FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 11/09/1995 (SEE REVISIONS) *THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC A DELTA MISC. TREE RUV SV VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS THE TOP OF L LENGTH REUSE WATER VALVE Dd SANITARY VALVE r �jj/�•THE BEARING BASE FOR THIS SURVEY iS AS FOLLOWS: A BRASS DISK STAMPED F-200 1960 AT THE INTERSECTION OF MAIN STREET AND I.D. IDENTIFICATION 11111" 11111►►.. r A ASSUMED 1RV TELEPHONE MANHOLE 9 L.Lou@ B) THE NORTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 BETWEEN A FOUND LOUISIANA AVENUE. SOUTHEAST CORNER. ELEVATION=19.72 SEC. SECTION IRRIGATION VALVE CONCRETE MONUMENT NO IDENTIFICATION AND A FOUND IRON PIPE NO IDENTIFICATION SITE BENCHMARKS ARE AS DEPICTED ON SHEETS TWO AND THREE. TWP. TOWNSHIP 0 POST WOOD OR STEEL B) THE BEARING IS N89.43'10"E M A TC H LINE RGE. RANGE ® YARD DRAIN . THIS SURVEY CONSISTS OF 4 SHEETS AND IS NOT VALID WITHOUT ALL 4. � PROPOSED DRAINAGE ❑ CONCRETE POWER POLE SEE SH, F -E ti� x3,3 :- 1 1 f.vl 22.° "'41 1 01� POINT OF BEGINNING W BK -7 I I I �'� BK -6 4 35„ I OI 4t"�'I �d•0 4 Z » » a +� ,,�, /s W 1 I LEGAL EXHIBIT B z°�°°z9 �91�.� N� i WEST PARCEL .�, ( ) 23.60X,Ia ,�k}0 / �� BK -5 S �� j P tT 1 X22. x22.91 x22.73 I j�2� ti / y2 ^p X1846 20) p. , 2 1 / � . ► 1342.97 � I • 23.47X 89'52'2'iE�h 00.00A. - ! x2217 +" 20.41x N8943,107, BEARING BASE , L `' JIdL.IJ . . ., , , , , , , , , , , , , , i i , , i i i i i i i i i i i i i i / / / / / / / / / / / / / / / / / X / / / / ! / / / / / / / / / / /gJ ! % / / / /SC1>�.3�f / !I/ �\ X 6/ ..ZySy ►► �// 40 %1- Q� ��'.//////// 1051.97///!/!//�//<. J 14a.��'� �-- X, 383 23.75 / ?�'1 / 82.00 X22.15 20.,' / / / / / / / / / / /'TI 1�- Iltr1-HT1 1 .I fAlr- r1[- T1 Ir- tll tAt A / A r1 r- T1 Ir- tAt 4 / A . 1 2 / 1 0� ! I X21.17 •'\( X20.72lXI0.41/!/////////�IfIL_ IvviZlfl L.11vJ_ v1 tflL_ 1v.rv. 1/`t v1 tflL_ .:.Yv. 1/`h�////////////////////// /////��3�/////,C�////////////�",� ` j 1 �� �'X, f I I�/.////�//////!//!/!//./!.////�_; u//////////////////////////////////////////////////////;619////////1;90° I I POINT OF BEGINNING �_1 'C, ' �` 1 1 \\ !/ I//////!/�/////////////////////�i i i i i'i///////////////////////////////////////////!//f///// ,� /�,c //////�/ 19�E -8 ' I Ln 1, �\_�LOOI ZONE A" I ss7'13 34 E / B 17 I/!////!///////////!/!////!��BK-20• 8 / ELK -18 �,� t II a!!!!//!//////.!!!///////////!/!!////////./!///lam!/.!/!.� '„E/ 33.16�19,s8�'4�s3$;,,�/ �? 1 ; I I 1� LEGAL EXHIBIT „C„ !/,I////!///!/!`//♦////!//♦/!!!/////!!!////♦///////!//!///////!!/!!//!///////♦/!/// / 6. PARCEL 3 lK_2i ,3,i10.. ,: o I NILO 1 23.8/ z4.2`1, �.?` 1/I////////////��!///.///!!/.!!/////!!!////!//!////!///!/////.//////./////////../��r!/�s' ��11 T S753t.16�9zg-��ti�,/� o N I 1 I� (EASTPARCEL) � i, BK-44� o 1/S53'S3 2rQ E l� x19.89 22 65 o, �o "T13.0 � I I �1 /... FLOOD ZONE x ///IV//. 1s.19>�itij �, !/. , � , 22.11 x . `t? x2 .12 20.98 Com, 1 ,• Z �J ol'�.."652 .'�1/////////Y////////,r////////////////////////////////////////////////y////"`//'� /� BK -16 //!////•�43 ; I 23.56+0 .�•F• �24.Ob�22.57 1 x ,>1 �_51 0 ��s�+ C�,� ,910,/>////////N!///////'Y/////////////////////////!/////////!//////////�/////�{/ / �` •`Jt/!/!/Z',q B 9 1� O vi p/-\\ L � �/1 7L f O `( ` 565 .4'41 "E/ ' ;�'' ! / ! / \ ( X21161 , w 1 /./////v///!/!!/v,///////!/////!////!//!//!!/!//////!!//////!////////�x1r/� P �• �f AV24.ki�kl)4 \I n z- NI •</37.4.1///////�/////////`.C////////////////////////////////////////////'/////��it/{pN \ „ „ Lq���///.�';� N 1 + r,lvv 1 BK -43 ,! /!!!!!!!x/////////////!//!!!//!/!!/!///!/!!/////!/!� !////,p /y �� Fh� OD ZONE\X /!v;� \ I I A/1r- GQ') Ij, ,,'„'!!/!.!/!/!!!i?��///!//!!////!/!/!//!//!//!////♦!/!//!//!,///!!///,Q�! / \ 'v'O\`S�i //•� w, vBK-1U� / / 1 v.I�.C:. BK -42 S35\�0753 E,////Y�i///!!///!/!////////♦!/%c'/7•'3//// //////.t.0•/r/' !!� ��•� I 1 i ti 5S. 61 ti �P AR EIS /r N z; BK -22 \ ;I 1 w' h� 1 I �� \ 1 BK-41/BK-}�2'///////A/////////!�////////�/!/!/////////////!////!///r////////,, /,Q- ? ////, SS�6•, �I N�x23.18 1 t 1 ,` ¢5 x20.85 k �K- i 5 6 O \ / ►�„ g 1 ( %Atr-TINA K1r� J �•. \ ^ K-���\ \ 1 OI 24.46 1 X23.50 ► X22.43 I x21.63 ,�"'1 ^ / / 1/ / / / / / / / / / / / / / / / / / / / / /i / / ! / / / VV L_ I L.r11 v v / / / / / / / / / / / / / / / / / / / / j / / / / / / / / ! / . N. N. ag / ♦ \ 6�\� I ♦ CV / d , d .76 1 209 / / / Y / / ! / / / / / / ! / / / / / / / / / 1 / / / / / / / / , ,� ' / / / / / / / X12' / / / / ! / / / / / /�/ / / / / / ! / / //// / / / ' \ ,Q0./ / / / / / / �L ,• ' X23.9 n X24.321 ` � ,_ 82.00 - /� . , n - n �%1 Z!� BK -23 , 1 4 O 1 \--------- -------1-,----------/ --�Q' ( t.1 6� Q'////// •� /6,�_ 1 `� 1 StTEBENCHMARK 'tom `�'► 1= 29;1 / N/;o///.�///!//////!//!//i-i//////// �' r :::;t'tis'/////////!/!!/!/�!/////!!///✓!//. / a,/9 •� L, 10 ; f 24.33 2A ( wry• / ! / /I / / / / / / ! / / / / / / / / // / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / % / / / / / / / / / / / / / / / / / / !7 Q �/ �� \ / / / / / / / /23 /. 1 1 TOP OF IRON ROD 9 \ 1 ( 1 +6 ' rn a o m t 23.01 _'1 ' , BK -40 /////',/!//// !!////!/� ////!////////////////////////!!�/!////////////y///!// ��� .. BK S6 !// _, /// •�I'jp B!�-1.�, -I-CAPTRAVERSEPONT \ I I� 1 I�BK-24� N_ -C) 1 .` •`1� ELEVATION -24.01 I 1 I it CV �� :q///%�'////// /!!!/!/;�//////////i/////!///////////6-f�/!//////////ii///!!//.'io I ,� 8•`�0 %';i/•�•%I/ 1 LIL4/////!//i///////'/!///////G///////17./////////////!////!///!/f'/////!/// �jaZ� ' �` \\ 68�•�� �o,/meq' / �\ap \� F--1 / x22 x21.70 'I 1 40� _ s.70 20.02 ) x22.91 it 00 `; 1 I 4 J.8o y , �9. L , I ( x21.29 21.76x ! / /� ! / / ! / / ! /I/ ! / ! ! / X / / / / / ! /' / / ! / ! ! / / / / / / / / / / / / / / / / / / / / / / / / / �/ / / / / ! / ! / ! / % ` / I 11 ` F - BK/13 I fl ( ❑ I X23.42 100 X23.98 \ X22.55 I '�56�•''�'///////1 02'1.88 f 24.03 ` �` 1 I BK -39 I�. x'•'3''&,,'////!(!/!11,411!!!/ !//////!//`!�////�//!!///////ice/i///!!/!////!//;;� / 1 ', \ �f- 1 t o I•,,�I ♦ , „ \ �•' ,�/!/////////%///i// ////////s///!////////////i BK -125 / ' ► I FLOOD ZONE IA ) 2 '`� • - 1 f ioi ♦ '� 1 / \ Zd�sBs•av/ i\i3�BK- `�//� ,ti 1 S88 48 29 W oz i �i �- .n `� / \ ��/`,�// X322. / \ '�� - c�� WI I� / \ u>/////////!/!//////!//`'i!///✓/!///!/Y!!!///// '!' ol- _ ' s, ♦ O !////ipt� Ti//N/.5�8�• BK -26 / '� _> II' V) ,` ' ( ' I Q ♦ O `� "'-22_ -SK-37 ' Uo / ! / ! % ! / ! ! ! ! ! / / / / / ��% ! / / / / / / / / / /i,�-/_! / / / / / !�i / / / X / / / / 0.94 1sa X22.27 O x21.81 XaG.42 1 r- x20.36 1 I I Q ` \ ( / r ( .L 2{7.36/ X20.18 % \ l `�_ f1 N 00 / ) 3.2 X23.51 -•r•s ;o I LLL ♦ t 1" / 22.12 1.W;/y�f9�3//-/////f///i�////////////��/////%�/%/T%/////A// / � BK 27 1 ; t I ;-IIS LJ k21.65 X22.61 X23.70 ♦ Q X23\18 �,�1 W !1 / / / / / / / /. / / / / 7 / / / / / / / / / / / /'/ / / / / / / 4 / / / / / / / / / / / X /„ /•., / / 1 O 23.49 X23.88 \ D. I i' � ' 1 * 1 i 9'39 oR'�` �` / \ cS� o I I 00ALN I 5 2 / t I / IV/ //v////f //////////�/i///!///// ;rr�f,��ts •'E `ti,��FL00D ZONE A I///,�///�'/////// �i�////!/////,,✓'i//f//// 6$�r---, �K=28 . I i ��. �; (-' �, / 267 //�/� ���//////y-///////////��/'/////�// '61,.ir�o� BK -29 1 I LLJ " " 1 ,�' �� B -36� / ///////!///////////////,`//////////X� '1'1 / `� f►1 /" �' 1 a wf ICD � FLOOD ZONE X 1 ► N //f//!!!!////////!///.�ti//!/!/ /�i/,1.89 i� j \ L,j 1/ / ,1 1,c.13 //' «%/!/!!///!/////moi///, �2•' BK -30,, 't _ 21.24x -_ 1 �xz;s 2.7 '� N 1 X22.9 X2 18 \ _ �° Q \ �I FLOOD ZONE A r'//,✓//////////////.Bl�31'///�.�•'288 x21.ai� x22.74 x22.1s �� \ 7 1 p9, N N LC) O ''Xt .5 9 4 i • �' �' �� v 1 i 1 0 ^ `l x24.1 \ I X23.59 x22.7 ��,+�r7'/0////!�//////�// 24.0 ��� pl x24.19 X X I \ `�\ ,' , �.• Qs / F Z NE X . I J1 .- 1 �- ///////,vi//////�'/ �`� ?� LOQ „ 111 P /RCEL I� �, _ ___- \ I C I 1 111 I N O '\1 / BK-3/�J0!44� �/` ! / / / / / ��//��e',�47 / �- i 1 `tel `I� \ SIJ I 1 a 1 N / IN / , S8/-�i�`1� , L / W I rn 1 { _ _ _ 9 • / , 4'14 46 „E /,/ (A�SO INCUDEC`� IN / 36.96'/ I N I i i. , _� _ -_J `_�� , L_ \ I I `I nr-r-n�i i 9 2o.9a ) X6.3 BK -32 �.��-- i'• ______za- ' '-4 �s I 1 w / OI ? I v�L_vL,1 I p PARCEL 1) ' ``' I w `� ' - .sem x22.H° ' �� ' X .°3 n 1 i O -�. 3 /GJ r'� '' �- + 1 ' X23.43 ) X22.51 22.07 '{ i X23. I h 1 O 1 d' 1 = / / '' X23.57 X23.11 X23.27 �` 1 1 LJ L C_ V O F- ' / X22.74 X2288 /"--------23------ '1 ' / (n 1 1 1 X23.62 X23.47 X22.89 X22. -� { / 1 ( + 1,24.402 X23.87 X23.44, p (W 1\ / --- - % TI 1 r ^ /'� 1 icrl 1 t I n 1 r- n r- `STI 1 r- n t n -I1T1 f �} A A /1 C) r-^ ,"�+ 24.1 p0 X24.1} ,i I 024.77 O Q �` / r� / I flh �:VV Il fl L.11Vt_ �J! i f1L_ {VVI t fl L`1 !'wl�l._v 1 lJ t , O I I I �� / /'\ r- A 1 1 R T A l \ A 1 4 ( / A '�.c- Tf 1 rt 1 A/ �1 / / O I Q I \ l V)I Z �� _"- / V1 I f�L1 IV•vv 1 / `fi Vi ��I f111 v.Ity >_ I -'� ny//--►,1Zp• ,17"E 24.52 1I'24.76 I I \ 1 / / /� . , W2-6 W2-5 1a.3 2'2a4'E I \ ♦ Q �• / � N98 -39'551'E �15 `� ,� / I 24 1 TIT75a� a+ s I �0.28t /,^� \\ ♦♦ I w / �\ h� i 1 �� / \ / 31.36' "7 .c �•, S 4. �,19„E �� ; I X2\ 5 23. 25.1 I 1 5 I III 1\ -SII`` I �' tip " "X23.8 / X24.61 X24.12 \ X23.66 W 7 X�Jn� ,, /� 14 i X23.35 X23.1fi <`\ X22.51 1 25 1 I \ r\ 1 1 X24.44 , X23.72 �`'} + ,,rx24.15?� _ ,•� FLOOD ZONE X \ l A, / / ! / J,. 1 c� ++ (( 1 25.0 , i1 �T � X24.87 t , 1t % /1,;, / / f / / Y /'1 1 25.3sc I Iw a� y I�� / f I 1 \ I N08-41' 9 W /I I At 1 W2-'4 , 1 I � � •� I �s I ' � , 44.0 ; 1 Y r L_ L.t'R 1 A 1 V 1 t ^� \ 1 2-8 �� /� I \ 1 ' ,,' 1' 1 ' /x;1 '�. , I a 'I I. {'lil 1 II 1 i i / 1 1 /` I j G >�.r..l►-,��. / a S22'S03 E S88148'29 h , NO2'45103 E , ,. > I 1 � ' 1 ,�,y 1 11 A -i i / 1 / 00'07'41 "E V / �\ 47.15 (,� / / ! ! .I / `�, / \ 92.2 i 3.51' 1 �y o .I' Mil " i i / 1 119, 70' 1 ► S89'4.3' 10"W v ' 1�i��-.`� .� / / ! / .'� .1053.'06 1 I - - -- - - „ - 1 6 I \ �. z :25.' . x. '- _ ._. _ _ ;::.. L� ._ 8 48 29 W 1 I ,� - - S8 1 1 r --- I 1 , ,._. .-_ w. -- -_ I • �.. 1 � r t N _ 1 4 / 5 F-- I _ I 23 I ...- _ - X .90 .- I < 1 1 1 _ - -. 1 0 t / • P •N ���j S' e I TI � ._ 1 N CR 0 .�. 1 / __ 1 I .. <X2 L ,X2}944 1 / /024.30 _ _ •..+ ... •.:: _ _ _ _ \ii �g ^\YW - 3 Y1.63 X II II I ~!a 1 _ , `__ L� � �17�� 2s--•• 1 X22.84 `'0 X23.59 L - ♦ 1 1 3pA X23.72 I24.44. yy j-'/►" yS 23'94 9� �J 1 "" '-X28`to l A a I rl i , „ X23.71$ (S? 19240 �2" _w hI T 124. �� `` x22.86 X21.67��"22-- - - T fir_ Il I'i 7 -r r�tr-of=_���c �r\1 1-r1 1 ,�\, rr 1_ 1 Lr�Ivv S 40 27 E I O •. SITE BENCHMARK I II �nlilj J. 9 flL_ IVVI\1 fl L.11vL_ VI I fl4_ e.VV I flI x 4.61 X24.69 • _ _ _ _ _ N37'05 26 W '� n r A 3.23 X23.75 1 O pOp �SET 60D NAIL NORTH FACE x24.6925.59 X �24.35 X X 1 ti ` , . 1A1 �1 / A 96.96r+I L_r. X23.23 X23.82 16' PNE, i ABOVE GROUND r _� >: f ,� :. F,..' vi I flt`_ i�.trIF 1 % Y vi _i flL_ .,.rr. 1 / `t ' SET MAG NAL + 1 �:.- 'I _ -. ^ ••� W2-2 I O ELEVATION -23.66 =' GRAPHIC SCALE DISK LB 4644 IN I ./ I .; Z F - t�) C f SOUTH FACE OF I 60 0 30 60 120 240 W2-10 �' '„ -- • .. •. S 53'20' Ol "W 1 (T f WOOD POWER POLE 1 i .., ... N81'25 31 W W2-1 32.71 I C ELEVATION -26.72 38.66LJ= UIN FEET DE 1 inch = 60 ft LJ NOT 1 0 Q N a0 LI-! LJJ W Q Q c0 `- Z WO 00 U (n J p Z W W N cy- d ~Lj O ON O= W > W In W w Q 0 O t� Z UJ co QLD J C7 > O U_ O f- W J CY) b 17F- Z d 1-4 .It o ►`� N-Cj o I� co CD d - N 00 �-C14o% O CY) d z 0, o j- II :D Z o 0 I 5-:m m N m F- O UZ W w wLd � U 1 W 1- O Q W Q W }- d CK m U = F- 0 tl 0 U (n (n GRAPHIC SCALE - EO 0 SO 60 120 240 ( �FEET) 1 inch = 60 Pt. o m ti N t V / / 20.83 00. 0.61 x19.8 / rya. '4 3f02o.7 $. SITE BENCHMARK TOP OF PK NAIL N .:::•>>::;;::;::::< X20.3 1 AND WASHER 1.23 r^i CATCH BASIN +,kms ELEVATION -21.37 �Qj TOP=19.26 ��� ��� 20.399 / 9.Z4 CATCH BASIN 0 21.3I X?s�iol X21.66 I tiJ.-'eq R p00.9y / X6'46'29" 63 20.65 R=2040.00 1 a 2t.32K L=241.21 1 ^� 2Q g0 �."' 20. tggCATCH BASIN CH=241.07 I 45 X19.43 '.� / �' 21g 2 TOP -19.25 CHB=N61'37'22"E yy1.25 O� �i �i `Q -i X 0.71 6� 21.48 0.71 �i i `�O 2 ! 95 SpNP� , a �O ��� 20 98 A roc crc�QtnQed �.�2�' t 1.97 I 69 20.6 �' to�� oR`e396 o t ���� 20. pro '����(20.56 ,6 :.. ��. o X19.68 0,25 t I 1 0.55 20.90 X o K21.36 t { 20.8!X X22.84 X2t.4C"�" ry X21.09^ *21.61 �� � �• CATCH BASIN TOP=19.26 � �� E� fwnd Iron rod 21.78 7 X21.3 I ��� �i '� and cop stamps / I a I I 20.2 DC :. / qi. -/ carter /1 ��� /�h 0.61 east/ 1 1 a 1 20.57 20.62 .. �• �.� " 1,;7 south A--3'02'23- I o I 2o.3s �� ,�� I A-=6'00'00 R=2040.00 t I �� -�-r /1r - X79.22 i� R=1960.00 L=108.23�� �Q, )r22.03 mo L=205.25 CH=108.21.01 20.540.78 I CH=205.16 CHB=N66'31'47"E22.13X X24.86 I CHB=567'14'07"W X21.77 I I / found iron rod ma I I /J 20.72 V9.26 ATCH BA51N and cop stomped 100.001 1 / 20.42 TOP=19.28 carter I I 00 / 0.40 east I /�1 I t V) I 20.420-89 0.50 south ti� I to t os 22.14 l�19'32'59" ❑+off E I / / R :650.00 L=221.78 I I I CH=220.71 t t CHB=S54'27'38"W t t ry mQ I g X22.69 I t kry k X22.19 in) in i X20.29 +ice 1 SLI .9s 0) to /foundcrete stamped ! t 916 �...{ i t (a Qa N tiQ t X X21.78 - ,yy`� I IT 22.52 *22.51 1 t X26.68 f 1 X21.78 25.69X X22.73 �ti } 1 22.04X, 3 � t ro� >•- O z 0��-�? r- _j i I I OZ A -,%-I A n I A r-% 1 IrAI v \7r'11 U hI v.: A '�' '� r1 r11 < �i A f% r- ^) < sit IIV �% X21.29 L.r't I L. V v r v .! 1 , rw . �.. X21.9: X22.03/ ---t + i a� A L)[ -4j1 AT f1r- %Afr\r1111 Atli IkI `, I-�f1n rl^Innl W I 1 I �u tat r'1 1 1 L_ L.n I V i Y r �/ �J tJ L.r-► Y r 1 Y .. tJ L. LJ I V i.: I lJ I N It In I A-r��nrlli 7 �) A f"C- ;n 'dam L.r',, I L.i nt7L_ A �� A A 1 r1 r1 A 1 r M �� r- C) ^ 17 �-• A 'I'I A n 1 n [) r1 r� j � .'- '1 :� .0 r- Q O /'\L./"\Ivuvlvl.-l.J i LIQ vLT:/"'�.:I 1r'�Iv v1\v. :.Jl�.�.�- , ., �p t� 1 �O to O to 1 1 23.5* # 23.41 6 X21.72 I I �� X23.13 22.07,0 MATICK LINE SEE SHEET 2 Boundary SurvfiC%�y P c7�h r r, o r m tr--�N; d F o r Trl'ad Housi'ng Partnc.-:1 r s L.ILoU` e IRC IRON ROD AND CAP LB LICENSED BUSINESS i NUMBER R/W 1 , GRAPHIC SCALE - EO 0 SO 60 120 240 ( �FEET) 1 inch = 60 Pt. o m ti N t V / / 20.83 00. 0.61 x19.8 / rya. '4 3f02o.7 $. SITE BENCHMARK TOP OF PK NAIL N .:::•>>::;;::;::::< X20.3 1 AND WASHER 1.23 r^i CATCH BASIN +,kms ELEVATION -21.37 �Qj TOP=19.26 ��� ��� 20.399 / 9.Z4 CATCH BASIN 0 21.3I X?s�iol X21.66 I tiJ.-'eq R p00.9y / X6'46'29" 63 20.65 R=2040.00 1 a 2t.32K L=241.21 1 ^� 2Q g0 �."' 20. tggCATCH BASIN CH=241.07 I 45 X19.43 '.� / �' 21g 2 TOP -19.25 CHB=N61'37'22"E yy1.25 O� �i �i `Q -i X 0.71 6� 21.48 0.71 �i i `�O 2 ! 95 SpNP� , a �O ��� 20 98 A roc crc�QtnQed �.�2�' t 1.97 I 69 20.6 �' to�� oR`e396 o t ���� 20. pro '����(20.56 ,6 :.. ��. o X19.68 0,25 t I 1 0.55 20.90 X o K21.36 t { 20.8!X X22.84 X2t.4C"�" ry X21.09^ *21.61 �� � �• CATCH BASIN TOP=19.26 � �� E� fwnd Iron rod 21.78 7 X21.3 I ��� �i '� and cop stamps / I a I I 20.2 DC :. / qi. -/ carter /1 ��� /�h 0.61 east/ 1 1 a 1 20.57 20.62 .. �• �.� " 1,;7 south A--3'02'23- I o I 2o.3s �� ,�� I A-=6'00'00 R=2040.00 t I �� -�-r /1r - X79.22 i� R=1960.00 L=108.23�� �Q, )r22.03 mo L=205.25 CH=108.21.01 20.540.78 I CH=205.16 CHB=N66'31'47"E22.13X X24.86 I CHB=567'14'07"W X21.77 I I / found iron rod ma I I /J 20.72 V9.26 ATCH BA51N and cop stomped 100.001 1 / 20.42 TOP=19.28 carter I I 00 / 0.40 east I /�1 I t V) I 20.420-89 0.50 south ti� I to t os 22.14 l�19'32'59" ❑+off E I / / R :650.00 L=221.78 I I I CH=220.71 t t CHB=S54'27'38"W t t ry mQ I g X22.69 I t kry k X22.19 in) in i X20.29 +ice 1 SLI .9s 0) to /foundcrete stamped ! t 916 �...{ i t (a Qa N tiQ t X X21.78 - ,yy`� I IT 22.52 *22.51 1 t X26.68 f 1 X21.78 25.69X X22.73 �ti } 1 22.04X, 3 � t ro� >•- O z 0��-�? r- _j i I I OZ A -,%-I A n I A r-% 1 IrAI v \7r'11 U hI v.: A '�' '� r1 r11 < �i A f% r- ^) < sit IIV �% X21.29 L.r't I L. V v r v .! 1 , rw . �.. X21.9: X22.03/ ---t + i a� A L)[ -4j1 AT f1r- %Afr\r1111 Atli IkI `, I-�f1n rl^Innl W I 1 I �u tat r'1 1 1 L_ L.n I V i Y r �/ �J tJ L.r-► Y r 1 Y .. tJ L. LJ I V i.: I lJ I N It In I A-r��nrlli 7 �) A f"C- ;n 'dam L.r',, I L.i nt7L_ A �� A A 1 r1 r1 A 1 r M �� r- C) ^ 17 �-• A 'I'I A n 1 n [) r1 r� j � .'- '1 :� .0 r- Q O /'\L./"\Ivuvlvl.-l.J i LIQ vLT:/"'�.:I 1r'�Iv v1\v. :.Jl�.�.�- , ., �p t� 1 �O to O to 1 1 23.5* # 23.41 6 X21.72 I I �� X23.13 22.07,0 MATICK LINE SEE SHEET 2 Boundary SurvfiC%�y P c7�h r r, o r m tr--�N; d F o r Trl'ad Housi'ng Partnc.-:1 r s L.ILoU` e IRC IRON ROD AND CAP LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM CONCRETE MONUMENT MEAS. MEASURED P.U.D. E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK P. R, M. PERMANENT REFERENCE MONUMENT P, C. P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV. ELEVATION E.O.P. EDGE OF PAVEMENT R RADIUS 0 DELTA L LENGTH I.D. IDENTIFICATION SEC, SECTION TWP. TOWNSHIP RGE. RANGE ABBREVIATIONS AND SYMBOLS 0 OAK SQ SANITARY MANHOLE • PINE ® DRAINAGE MANHOLE CZL PALM ® WELL SHRUB y HYDRANT 5V wv SANITARY VALVE MAPLE 0 WATER VALVE 11 CONGnETE POWER POLE Q WATER METER > CITRUS n- CLEANOUT O ELM ® CATCH BASIN in O Q > >Y CURB INLET W11-1 MISC. TREE Im af of Q REUSE WATER VALVE C) Z I CC J O z X IRRIGATION VALVE CWS ® YARD DRAIN z= rn PROPOSED DRAINAGE -a- SIGN N LIGHT POLE ® MAIL OR PAPERBOX • SOUTHERN BELL BOX O CABLE TV BOX CZL POWERPOLE -fes- ELECTRIC BOX UNDERGOUND UTILITIES SIGN ® NICNiTORING WELL 5V SANITARY VALVE TELEPHONE MANHOLE 0 POST WOOD OR STEEL 11 CONGnETE POWER POLE REPORT OF SURVEY: •TYPE OF SURVEY: BOUNDARY -SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 2205 14TH AVENUE VERO BEACH, FLORIDA 32960 - PHONE (772) 564-8050 e THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. *HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6.003(E) FAC) IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REOUIREMENT. -HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 11/09/1995 (SEE REVISIONS) e THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A ASSUMED B3 THE NORTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 BETWEEN A FOUND CONCRETE MONUMENT NO IDENTIFICATION AND A FOUND IRON PIPE NO IDENTIFICATION B) THE BEARING IS N89 -43-10"E eN0 INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. -THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. -THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES "X" AND "A" PER FLOOD INSURANCE RATE MAPS 12061CO076 E, DATED MAY 4TH, 1989 AND 12061CO077 G DATED JUNE 30th, 1999. e UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. BALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. e LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE ORDER NO. 52131494LA, CUSTOMER REFERENCE NUMBER 35652.034, EFFECTIVE DATE OF NOVEMBER 5, 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. e LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE ORDER NO. 52142119LA CUSTOMER REFERENCE NUMBER 35652.040, EFFECTIVE DATE OF NOVEMBER 25. 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. e LANDS CONTAIN 36.15 ACRES MORE OR LESS. *THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS THE TOP OF A BRASS DISK STAMPED F-200 1950 AT THE INTERSECTION OF MAIN STREET AND LOUISIANA AVENUE. SOUTHEAST CORNER. ELEVATION -19.72 SITE BENCHMARKS ARE AS DEPICTED ON SHEETS TWO AND THREE. *THIS SURVEY CONSISTS OF 4 SHEETS AND IS NOT VALID WITHOUT ALL 4. D Q � N Z OJ � W W n F -Q < Q z L_ CDOo N W Q vi Lil Z U) ry n- F- O ~ W in O Q > >Y o W F- ry U) W OfO af of Q C) Z w CC J O z � O CWS O W z= rn U L; d' O N N Q0 14- d (2- 04 1N m LL. 6 N 00 N � It af of d' Z rn U j LL. Z m_ o OD I 5. m M O U W Z Li 141 W W U J W n I-- O Q W Q W >- Q of of S U = TREE TABLE AND SYMBOLS 1000-141N PINE 1215-141N PINE 1430-131N PINE 1645-121N PINE 1001-181N PINE 1218-181N PINE 1431- SIN PINE 1646-101N PINE 1002-14IN PALM 1217- DIN PINE 1432-121N PINE 1647- SIN PINE 1003-151N PINE 1218-ISIN PINE 1433-141N PINE 1648- BIN PINE 1004-151N PINE 1219-141N PINE 1434- SIN OAK 1649- DIN PINE 1005-151N PINE 1220- DIN PINE 1435-IOIN PINE 1650- DIN PINE 1006- DIN OAK 1221-181N PINE 1436-121N PINE 1651-121N PINE 1007-121N .OAK 1222-141N PINE 1437-111N PINE 1652- BIN PINE 1008-161N OAK 1223-121N PINE 1438-IDIN PINE 1653-121N PINE 1009-121N OAK 1224-141N PINE 1439- SIN PINE 1654-101N PINE 1010-151N PALM 1225-121N PINE 1440- BIN PINE 1655-IOIN PINE 1011-18IN PALM 1226-121N PINE 1441-15IN PINE 1656-144N PINE 1012-171N PALM 1227- SIN PINE 1442- DIN PINE 1657-IOIN OAK 1013-161N PALM 1228- BIN PINE 1443-121N PINE 1658-201N PINE 1014-101N PINE 1229-144N PINE 1444-111N PINE 1659-12IN PINE 1015-iiIN PINE 1230-121N PINE 1445-101N PINE 1660-121N PINE 1016-151N PINE 1231-1IIN PINE 1447-121N PINE 1651-IDIN PINE 1017-141N PINE 1232- DIN OAK 1448-111N PINE 1662-121N PINE 1018-121N PINE 1233- BIN OAK 1449-IDIN PINE 1663-101N PINE 1019-161N PINE 1234-IIIN PINE 1450-iIIN PINE 1664-101N PINE 1020-14IN PINE 1235-121N PINE 1451-101N PINE 1665-12IN PINE 1021-121N PALM 1236- DIN PINE 1452- SIN PINE 1656-121N PINE 1022-111N PINE 1237-IOIN PINE 1453-121N PINE 1667-IOIN PINE 1023-161N PINE 1238-IOIN PINE 1454-121N PINE 1659-144N PINE 1024-iSIN PINE 1239- DIN TRI. PINE 1455-111N PINE 1670-121N PINE 1025-12IN PINE 1240-191N PINE 1456- BIN PINE 1671 -LOIN PINE 1026-181N PINE 1241-121N PINE 1457- 91N PINE 1672-151N PINE 1027-111N PINE 1242-131N PINE 1458-121N PINE 1673-121N PINE 1028-14IN PINE 1243- DIN OAK 1459-121N PINE 1674-91N PINE 1029-121N PALM 1244-121N PINE 1460- DIN PINE 1675-101N PiNE 1030 -ICON PINE 1245-16IN PINE 1461-201N PINE 1676 -SIN PINE 1031-081N PINE 1246-IOIN PINE 1462 -ICON PINE 1677 -BIN PINE 1032-111N PINE 1247- DIN OAK 1463-121N PINE 1678-81N PINE 1033-OBIN PINE 1248-141N PINE 1464 -ICON PINE 1679-12IN PINE 1034 -ICON PINE 1249-171N PINE 1465 -LOIN PINE 1680-121N PINE 1035-141N PINE 1250-101N PINE 1466-121N PINE 1681-14IN PINE 1036-151N PINE 1251-IDIN PINE 1467-141N PALM 1682-ISIN PINE 1037-121N PINE 1252-141N PINE 1469-141N PALM 1683-20fN PINE 1038-111N PINE 1253- 91N PINE 1470-161N PALM 1684-101N PINE 1039-151N PINE 1254-141N PINE 1471-161N PALM 1685-14IN PINE 1040-191N PINE 1255-141N PINE 1472-141N PALM 1686-12IN PINE 1041-i51N PINE 1256-144N PINE 1473-14IN PALM 1687-91N PINE 1042-141N PINE 1257-141N PINE 1474-141N PALM 1688 -SIN PINE 1043-211N PINE 1258-14IN PINE 1475-i61N PALM 1689-91N PINE 1044-121N OAK 1259-IOIN PINE 1476-121N PINE 1690-121N PINE 1045-141N PINE 1260-141N PINE 1477-121N PINE 1691-91N PINE 1046-241N PINE 1261-131N PINE 1478-121N PINE 1692 -BIN PINE 1047-OBIN PINE 1263-IOIN OAK 1479 -ICON PINE 1693-121N PINE 1048-111N PINE 1264- DIN PINE 1480-121N PINE 1694-121N PINE 1049-08IN OAK 1265- DIN OAK 1481-161N PINE 1695-121N PINE 1050-161N PINE 1266-14IN PINE 1482- ON PINE 1696-81N OAK 1051-08IN PINE 1267 -ION PINE 1483- BIN PINE 1697-101N PINE 1052-OBIN OAK TWIN 1268- DIN PINE 1484- DIN PINE 1698 -SIN PINE 1053 -ICON PINE 1269-121N PINE 1485- 91N PINE 1699-91N PINE 1054-141N PINE 1270- SIN PINE 1486-121N PALM 1700-81N PINE 1055-121N PINE 1271- 91N PINE 1487-161N PALM 1701-81N PINE 1056-091N PINE 1272- 91N PINE 1488- BIN PINE 1702-111N PINE 1057-151N PINE 1273- DIN PINE 1489 -LOIN PINE 1703-91N PINE 1059-16IN PINE 1274-121N PINE 1490- DIN PINE 1704 -BIN PINE 1060-14IN PINE 1275-141N PINE 1491-121N PINE 1705-91N PINE 1061-IOIN PINE 1276-111N PINE 1492-141N PALM 1706 -BIN PINE 1062-12IN PINE 1277- BIN PINE 1493-161N PINE 1707-15IN PINE 1063-12IN PINE 1278-151N PINE 1494-141N PALM 1708-141N PINE 1064-i6IN PINE 1279- BIN PINE 1495-14IN PALM 1709 -BIN PINE 1065-091N OAK 1280- SIN PINE 1496-121N PALM 1711-121N PINE 1066-151N PINE 1281- BIN PINE 1497-14IN PALM 1712-81N PINE 1067-101N PINE 1282- BIN OAK 1496- BIN PINE 1713-101N PINE 1068-13IN PINE 1283-121N PINE 1499-101N PINE 1714-121N PINE 1069-OBIN PINE 1284- BIN PINE 1500-141N PALM 1715-101N PINE 1070-101N PINE 1285-IOIN PINE 1501-161N PALM 1716 -SIN PINE 1071-091N PINE 1286-101N PINE 1502-121N PALM 1717-121N PINE 1072-101N OAK TWIN 1287- SIN PINE 1503-i61N PALM 1718-121N PINE 1073-141N PINE 1288-iOIN PINE 1504•-141N PALM 1719-141N PINE 1074-121N OAK 1289-11IN PINE 1505-161N PALM 1720-101N PINE 1075-171N PINE 1290- BIN PINE 1506-141N PALM 1721-121N PINE 1078-111N PINE 1291- SIN PINE 1507-12fN PINE 1722-91N PINE 1077 -LOIN PINE 1292- BIN PINE 1509- BIN PINE 1723-151N PINE 1078-121N PINE 1293- DIN PINE 1510- DIN PINE 1724-101N PINE 1079- DIN PINE 1294-10IN PINE 1511-121N PINE 1725-101N PINE 1080- BIN PINE 1295- BIN PINE 1512-121N PINE 1726-91N PINE 1081-10IN PINE 1296-iBIN PINE 1513- DIN PINE 1728-101N PINE 1082- PINE 1299- BIN PINE 1514- DIN PINE 1729-101N PINE 1083-121N PINE 1300-iiIN PINE 1515-121N PALM 1730-121N PINE 1084- DIN PINE 1301- BIN PINE 1516- BIN PINE 1731-14IN PINE 1085-14IN PINE 1302- BIN PINE 1517- DIN PINE 1732-IOIN PINE 1086-121N PINE 1303- DIN PINE 1518- DIN PINE 1733-121N PINE 1087 -ICON PINE 1304- BIN PINE 1519- DIN PINE 1734-101N PINE 1088- BIN PINE 1305- BIN PINE 1520 -ICON PINE 1735-81N PINE 1089- SIN PINE 1306- BIN PINE 1521-IOIN PINE 1736-IOIN PINE 1090 -ICON PINE1307- SIN PINE 1522-141N PALM I 1737-121N PINE 1091-111N PINE 1308-101N PINE 1523- DIN PINE 1738-IOIN PINE 1092-141N PINE 1309- 91N PINE 1524- DIN PINE 1739-91N PINE 1093-IIIN PINE 1310- SIN PINE 1525-141N PALM 1740-91N PINE 1094- DIN PINE 1311- BIN PINE 1526- SIN PINE 1741-11IN PINE 1095-141N PINE 1312- DIN PINE 1527- DIN PINE 1742-91N PINE 1096-131N PINE 1313- BIN PINE 1528--121N PALM 1743-91N PINE 1097- ON PINE 1314- BIN PINE 1529- DIN PINE 1744-111N PINE 1098- BIN PINE 1315- DIN PINE 1530- DIN PINE 1745-12IN PINE 1099-12IN PINE 1316- DIN PINE 1531- DIN PINE 1746-101N PINE 1100- BIN PINE 1317- BIN PINE 1532- ON PINE 1747-IOIN PINE 1101-151N PINE 1318-IDIN PINE 1533-121N PINE 1748-91N PINE 1102- BIN PINE 1319- SIN PINE 1534-121N PINE 1749-91N PINE 1103-101N PINE 1320- BIN PINE 1535-121N PINE 1750-91N PINE 1104-IDIN PINE 1321 -LOIN PINE 1536-141N PINE 1751-101N PINE 1105- DIN PINE 1322-101N PINE 1537-121N PINE 1752-121N PINE 1106-12fN PINE 1323- SIN PINE 1538-131N PINE 1753-101N PINE 1107-121N PINE 1324-IUIN PINE 1539-IIIN PINE 1754-91N PINE 1108- BIN PINE 1325- DIN PINE 1540-121N PINE 1755-121N PINE 1109- BIN PINE 1326-101N PINE 1541-121N PINE 1756-91N PINE 1110- BIN PINE 1327- DIN PINE 1542-1BIN PINE 1757-91N PINE 1111- SIN PINE 1328- BIN PINE 1543-121N PINE 1758•-IOIN PINE 1112- SIN PINE 1329- 91N PINE 1544- BIN PINE 1760-121N PINE 1113-121N PINE 1330- SIN PINE 1545- SIN PINE 1761-IBIN PINE 1114 -ICON PINE 1331-121N PINE 1546- BIN PINE 1762-IOIN PINE 1115 -LOIN PINE 1332-IOIN PINE 1547-111N PINE 1763-1BIN PINE 1117-20IN PINE 1333- BIN PINE 1548-121N PINE 1764-121N PINE 1118-IOIN PINE 1334-t01N PINE 1549-121N PINE 1765-121N PINE 1119 -LOIN PINE 1335-131N PINE 1550-121N PINE 1766-141N PINE 1120- SIN PINE 1336-101N PINE 1551-151N PINE 1767-8IN PINE 1121-20IN PINE 1337-141N PINE 1552-i51N PINE 1768-91N PINE 1122- BIN PINE 1338-101N PINE 1553-IBIN PINE 1769-16IN PINE 1123- DIN PINE 1339- SIN PINE 1554-121N PINE 1770-121N PINE 1124 -LOIN PINE 1340- DIN OAK 1555-ISIN PINE 1771-101N PINE 1125-iIIN PINE 1341-iDN OAK 1556-141N PINE 1772-161N PINE 1126- SIN PINE 1342- SIN PINE 1557-12IN PINE 1773-141N PINE 1127- DIN PINE 1343- BIN PINE 1558-14IN PINE 1774-121N PINE 1128- SIN PINE 1345-i1IN PINE 1559-121N PINE 1775 -BIN PINE 1129- BIN PINE 1346-14IN PINE 1560-i61N PINE 1776 -BIN PINE 1130-1OIN PINE 1347- BIN PINE 1561-151N PINE 1777-81N PINE 1131-121N PALM 1348-121N OAK 1562-141N PINE 1778-91N PINE 1132-091N PINE 1349-141N PINE 1563-121N PINE 1779-121N PINE 1133-081N PINE 1350-141N PALM 1564-14IN PINE 1780-141N PINE 1134-081N PINE 1351-141N PALM 1565-131N PINE 1781-91N PINE 1135-OBIN PINE 1352-121N PINE 1566-141N PINE 1782-91N PINE 1136-0BIN PINE 1353- BIN PINE 1557-12IN PINE 1783-t01N PALM 1137-121N PALM 1354- 91N PINE 1569- BIN PINE 1784-81N PINE 1138-091N THAN PINE 1355-IOIN PINE 1570-i51N PINE 1785 BIN PINE 1139-OBIN MYRTLE 1356-101N PINE 1571- DIN PINE 1786-EMN PINE 1140-081N MYRTLE 1357 -ION PINE 1572-121N PINE 1787 -SIN PINE 1141-IBIN PINE 1359- DIN PINE 1573-iSIN PINE 1788-91N PINE 1142-09IN PINE 1360- 91N PINE 1574-24IN PINE 1789-IOIN PINE 1143-091N PINE 1361-101N PINE 1575- DIN PINE 1790-91N PINE 1144-181N PALM 1362-IOIN PINE 1576-151N PINE 1791-121N PINE 1145-091N PINE 1363 -ICON PINE 1577-141N PALM 1792-91N PINE 1146-11•N PINE 1364-IOIN PINE 1578-141N PINE 1793-iOIN PINE 1147-161N PALM 1365- DIN PINE 1579-121N PINE 1794-IOIN PINE 1148-iIIN PINE 1366- DIN PINE 1580 -ICON PINE 1796-141N PINE 1149-09fN PINE 1367- BIN PINE 1581- BIN PINE 1797-121N PINE 1152-0BIN PINE 1368- BIN PINE 1582- DIN PINE 1798-91N PINE 1153-121N PALM 1369-IOIN PINE 1583- BIN PINE 1799-14IN PINE 1154-11 IN PINE 1370- DIN PINE 1584-131N PINE 1800-81N OAK 1155-091N PINE 1371-iDIN PINE 1585-121N PINE 1801 -SIN OAK 1156-161N PALM 1372-IOIN PINE 1586- DIN PINE 1802 -ICON OAK 1157-161N PALM 1373-141N PINE 1587-121N PINE 1803-IOIN TWIN OAK 1158-081N PINE 1374- BIN PINE 1588- DIN PINE 1804- 10. OAK 1159-08INPINE 1375-121N PINE 1589- DIN PINE 1805-201N PINE 1160-0SIN PINE 1376-121N PINE 1590-121N PINE 1806-91N PINE 1161-OBIN PINE 1377-121N PINE 1591-15IN PINE 1808-151N PINE 1162-OBIN PINE 1379-IBIN PINE 1592-14IN PINE 1809-91N PINE 1163-24IN PINE 1380- BIN PINE 1593-121N PINE 1810-121N PINE 1164-161N TWiN 1381-141N PINE 1594-121N PINE 1811-161N PINE 1166-141N PALM 1382- BIN PINE 1595-141N PINE 1812 -SIN OAK 1167-161N PINE 1383- BIN PINE 1596-14IN PINE 1813-12IN PINE 1168-121N PALM 1384-121N PINE 1597-141N PINE 1814-121N PINE 1169-121N PALM 1385-121N PINE 1598-134N PINE 1815-101N PINE 1170-14IN PINE 1386-101N PINE 1599-161N PINE 1816-81N OAK 1171-171N PINE 1387- BIN PINE 1600- SIN PINE 1817-121N PINE 1172-121N PINE 1388- BIN PINE 1601- DIN PINE 1818-121N PINE 1173-OINN PINE 1389- BIN PINE 1602- DIN PINE 1819-10IN PINE 1174-121N PINE 1390-121N PINE 1603-141N PINE 1820 -BIN PINE 1175-141N PINE 1391- BIN PINE 1604-121N PINE 1821 -SIN PINE 1176-171N PINE 1392-i61N PINE 1605-i61N PINE 1822 -BIN PINE 1177-171N PINE 1393-121N PINE 1606-121N PINE 1823-101N PiNE 1178-171N PINE 1394-141N PINE 1607 -ICON PINE 1824-10IN PINE 1179-121N PINE 1395- BIN PINE 1611-121N PINE 1825-121N PALM 1180-161N PINE 1396-121N PINE 1612-141N PALM 1826-IOIN PINE 1181-151N PINE 1397-121N PINE 1613-14IN PALM 1827 -BIN PINE 1182 -ICON PINE 1398- SIN PINE 1614-12IN PALM 1828 -ION PINE 1183-141N PINE 1399- DIN PINE 1615-141N PALM 1829-91N PINE 1184-091N PINE 1400-151N PINE 1616-IOIN OAK 1830-101N PINE 1185-121N PINE 1402- 21N PINE 1617- BIN PINE 1831 -SIN PINE - IN PIN 1186 16 E 4 - DIN PINE 1 03 9 1 -1 IN PALM 16 8 2 1832 -SIN PINE 1187 -111N PINE - 4 91N PINE 104 1 -1 IN PINE 16 9 2 -N PIN 1833 81 E 1188-141N PINE 1405-121N PINE 1620-IOIN PINE 1837-20IN PINE 1189-141N PINE 1406- SIN PINE 1621- BIN PINE 1838-201N PINE 1190-iiIN PINE 1407- BIN PINE 1622-91N PINE 1839-201N PINE 1191-151N PINE 1408-121N PINE 1623-IBIN PINE 1840-15IN PINE 1192-151N PINE 1409-161N PINE 1624-ISIN PINE 1841 -SIN PINE 1193-141N PINE 1410- 91N PINE 1625- ON PINE 1842-91N PINE 1195 -LOIN OAK 1411-121N PINE 1626- SIN PINE 1843-91N PINE 1196-141N PINE 1412-131N PINE 1627- DIN PINE 1844-i61N PINE 1197-151N PINE 1413-IDIN PINE 1628- DIN PINE 1845-91N PINE 1198-091N PINE 1414-151N PINE 1629- DIN PINE 1846-101N PINE 1199-131N PINE 1415-141N PINE 1630- SIN PINE 1847-101N PINE 1200-131N PINE 1416-141N PINE 1631- SIN PINE 1201-091N PINE 1417- SIN PINE 1632-1BIN PINE 1202-111N PINE 1418-14IN PINE 1633- DIN PINE 1203-201N PINE 1419-121N PINE 1634- DIN PINE 1205-OBIN PINE 1420-101N PINE 1635-121N PINE 1206-08IN PINE 1421-121N PINE 1636- DIN PINE 1207-121N PINE 1422-141N PINE 1637- 91N PINE ` 1208-091N OAK 1423-121N PINE 1638- BIN PINE 1209-151N PINE 1424-121N PINE 1639-151N PINE 1210-i51N PINE 1425-161N PINE 1640-121N PINE 1211- DIN PINE 1426- SIN OAK 1641-151N PINE 1212-151N PINE 1427-121N PINE 1642-121N PINE 1213-151N PINE 1428-IOIN PINE 1643-IOIN PINE 1214-IOIN PINE 1429- DIN PINE 1644 DIN PINE OOAK Am PINE PALM >� SHRUB eMAPLE CITRUS GELM WMISC. TREE I 1 I 1 1 `C�EPORT OF SURVEY: *TYPE OF SURVEY: BOUNDARY • SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 2205 14TH AVENUE VERO BEACH, FLORIDA 32960 - PHONE (772) 564-8050 • THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. •HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6.003(E) FAC) IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. •FIELD WORK WAS OBTAINED DURING THE FOLLOWING TiME FRAME OR DATE: 11/09/1995 (SEE REVISIONS) • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) ASSUMED B) THE NORTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 BETWEEN A FOUND CONCRETE MONUMENT NO IDENTIFICATION AND A FOUND IRON PIPE NO IDENTIFICATION B) THE BEARING IS N89 -43-10-E .NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TiTLE OPINION IS EXPRESSED OR IMPLIED. 11 11 e THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES "X" AND "A" PER FLOOD INSURANCE RATE MAPS 12061CO076 E, DATED MAY 4TH, 1989 AND 12061CO077 G DATED JUNE 30th, 1999. • UNLESS A COMPARISON 1S SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. . ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. .LAWYERS TiTLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE ORDER NO. 52131494LA, CUSTOMER REFERENCE NUMBER 35652.034 EFFECTIVE DATE OF NOVEMBER 5. 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. *LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE ORDER NO. 52142119LA CUSTOMER REFERENCE NUMBER 35652.040, EFFECTIVE DATE OF NOVEMBER 25, 2003 AT 8:00 A.M. WAS PROVIDED AND WAS REVIEWED ON 12/24/2003. *LANDS CONTAIN 36.15 ACRES MORE OR LESS. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS THE TOP OF A BRASS DISK STAMPED F-200 1960 AT THE INTERSECTION OF MAIN STREET AND LOUISIANA AVENUE. SOUTHEAST CORNER. ELEVATION=19.72 SITE BENCHMARKS ARE AS DEPICTED ON SHEETS TWO AND THREE. " THIS SURVEY CONSISTS OF 4 SHEETS AND IS NOT VALID WITHOUT ALL 4. Q Survey �Zwa w®��a' ,� 0- I ::)[L I _Q Q Z LL->- Pv,-rform%tr._1 If7h For 0 O z W W Q T'ad ® H (n [IfiI 0 sig �oo Lj ,::) V) > O � j In QIp Partners, L.Lou. p 3 (10 ZW Q Z > O U_ I-- W J O S Z I- 1 LI ( • BK -5 / I I � I 1342 97' I I .. 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I* 910 �1114 1480I PINE 1694-12IN PINE 1481-16IN PINE 1605 -ION PINE NE I _ ' [j ' 1482- SIN PINE WS 4 1267-IOIN PINE 14&3- ON PINE ' VAN'% ' d 1208- 91M PINE 1484 SIN PINE 1698-91N PINE in, TIMD 12SO-12IN PINE 148I SIN PINE 1699-91M PINE 1054-14IN PINE 1270- ON PINE 1486-12IN PALM 1700 -SIN PINE 1055 -ION PINE 1271- SIN PINE 1487-16IN PALM 1701-81N PINE 1055-OSIN PINE 1272- SIN PINE 1488- ON PINE 1702-IIIN PINE 1057-15IN PINE 1273- SIN PINE 1489-IOIN PINE 1703-91N PINE 1059-IOIN PINE 1274-12IN PINE 1490- SIN PINE 1704 -SIN PINE 1060-14IN PINE 1275-14IN PINE 1491-121111 PINE 1705 -SIN PINE 1061-IOIN PINE 1276-IIIN PINE 1492-14IN PALM 1706 -SIN PINE 1062-12IN PINE t277- 8N PINE 1403-16IN PINE 11707-ISIN PINE 1063 -ION PINE 1275-15IN PINE 1404-114IN PALM 1705-144N PINE 1270- SIN PINE 1495-14IN PALM 1709 -SN PINE Ist -) I 1711-12IN PINE - k 1280- SIN PINE 1496-12IN PALM ffl� % 281- SIN PINE 1497-14tN PALM 1712-15IN PINE 1067-IOIN PINE Q2 - 1498- SIN PINE 1713-IOIN PINE 1068-13IN PIN 125:,MW 1499-IOIN PINE 1714 -ION PINE 1069-OBIN PINE 1284- SIN PINE 1500-14IN PALM 1715-IOIN PINE 1070-IOIN PINE 1285-IOIN PINE 1501-16IN PALM 1716-81N PINE 1071-09IN PINE 1286-ICIN PINE 1502-12IN PALM 1717-12IN PINE L� 7 - a rM9 1287- SIN PINE 1503-ISIN PALM 1718-12IN PINE � 1288-IOIN PINE 1504 -WN PALM 1719-14IN PINE 1289-IIIN PINE 1505-16IN PALM 1720-IOIN PINE qO75-17IN PINE 1290- ON PINE 1506-14IN PALM 1721 -ION PINE 1076-11IN PINE 1291- SIN PINE 1507-12IN PINE 1722-91N PINE 1077-IOIN PINE 1292- BIN PINE 1509- BIN PINE 1723-15IN PINE 1078-12IN PINE 1293- SIN PINE 15110- SIN PINE 1724-IOIN PINE 1079- SIN PINE 1294-IOIN PINE 1511-12IN PINE 1725-IOIN PINE 11080- SIN PINE 1295- BIN PINE 1512-12JN PINE 1726-91N PINE 1081-IOIN PINE 12W-ISIN PINE 1513- SIN PINE 1728-IOIN PINE 1082- PINE 1 1299- SIN PINE 1514- SIN PINE 1720-IOIN PINE 1083 -ION PINE 1300-IIIN PINE 1515-12IN PALM 1730-12IN PINE to"- SIN PINE 13011- SIN PINE 1516- ON PINE 1731-14IN PINE 10&Pr-14IN PINE 1302- ON PINE 1517- SIN PINE 1732-IOIN PINE 1088-12IN PINE 1303- SIN PINE 1518- 91M PINE 1733-12IN PINE 1087-IOIN PINE 1304- SIN PINE 1519- SIN PINE 1734-ICIN PINE 1088- SIN PINE 1305- SIN PINE 1520-IOIN PINE 1735-81N PINE 1089- ON PINE 1306- SIN PINE 1521-IOIN PINE 1736-IOIN PINE 1090-101N PINE 1307- SIN PINE 1522-IJAN PALM 1737-12JN PINE 1091-IIIN PINE 1308-1101N PINE 1523- SIN PINE 1738-IOIN PINE 1092-14IN PINE 1309- SIN PINE 1524- SIN PINE 1739 -SIN PINE 1093-IIIN PINE 131 0- BIN PINE 1526-14IN PALM 1740-91N PINE 1094- SIN PINE 1311- SIN PINE � 1525- BIN PINE 1741-11IN PINE 1095-14IN PINE 1312- SIN PINE 1527- SIN PINE 1742-91N PINE 1096-13IN PINE 1313- SIN PINE 1528-12IN PALM 1743 -VIN PINE 1097- SIN PINE 1314- SIN PINE 1529- SIN PINE 1744-11 IN PINE 1098- SIN PINE 11315- SIN PINE 1530- SIN PINE 1745-129N PINE 1099-IZN PINE 1316- SIN FINE 1531- SIN PINE 1746-IDIN PINE 1100- BIN PINE 1317- BIN PINE 1532- BIN PINE 1747-IOIN PINE 1101-15IN PINE 1318-IOIN PINE 1533-12IN PINE 1743 -SIN PINE 1102- ON PINE 13119- SINN PINE 1534-12IN PINE 1749 -SIN PINE 1103-104N PINE 1320- PINE 1535-12IN PINE 1750-9fN PINE 1104-IOIN PINE 1321-IOIN PINE 1535-14IN PINE 1751-IOIN PINE 1105- SIN PINE 1322-IOIN PINE 1537-12IN PINE 1752 -ION PINE 1106-12IN PINE 1323- SIN PINE J535-13IN PINE 1753-IOIN PINE 1107-12IN PINE 1324-ICIN PINE I 1539-IIIN PINE 1754-OIN PINE 1108- BIN PINE 1325- 91M PINE 1540-12IN PINE 1755 -ION PINE 11109- BIN PINE 1326-10IN PINE 15411-1121N PINE 1756 -SIN PINE 1110- SIN PINE 1327- SIN PINE 1542 -ION PINE 1757 -SIN PINE 1111- SIN PINE 1328- BIN PINE 1543-IZN PINE 1756-IOIN PINE 1112- BIN PINE 1329- SIN PINE 1544- BIN PINE 11760-121N PINE 1113-12IN PINE 1330- SIN PINE 11545- SIN PINE 1761-ISIN PINE 1114-IOIN PINE 1331-12IN PINE 1546- BIN PINE 1762-IOIN PINE I 1119- _;g PINE 1332-IOIN PINE 1547-IIIN PINE 11783-ISIN PINE _ PINE 1 1333- SIN PINE 1543-12IN PINE 1764 -ION PINE 18-IOIN - 1334-ICIN PINE 1542-112IN PINE 1755 -ION PINE 1119-IOIN PINE 1335-13IN PINE '1550-12IN PINE 1766-14IN PINE 1120- SIN PINE 1336-IOIN PINE 1551-15IN PINE 1767 -BIN PINE I 1121-20IN PINE I 1337-14IN PINE 1552-15IN PINE 1768-91N PINE 1122- ON PINE 1338-10IN PINE 1553-18IN PINE 1769-16IN PINE 1123- SIN PINE — - ft...c 1554-12IN PINE 1770-IMN PINE 1124-10(N PINE ! - 1, 1555-ISIN PINE 117711-110IN PINE 1125-IIIN PINE I 1,7 m4l -11j OAK J 1555-14IN PINE 1772-16IN PINE 1126- BIN - PTN—E 1557-12IN PINE 1773-14IN PINE 1127- SIN PINE 1343- BIN PINE 1553-14IN PINE 1774-12JN PINE 1128- BIN PINE 1345-1111IN PINE 1559-12IN PINE 1775 -ON PINE 1129- BIN PINE 1346-14IN PINE 1560-16IN PINE 1776 -SIN PINE � 1130-IOIN PINE � =JM PIN, 1551-15IN PINE 1777 -BIN P NE 1131-12IN PALM 1562-14IN PINE 1778-OIN PINE 1132 --MN PINE 1349-144N PINE 1563-12IN PINE 1779 -ION PINE 1`133-08IN PINE 1350-14IN PALM 1564-14IN PINE 1780-14IN PINE 1134-08IN PINE 1351-14IN PALM 1565-13IN PINE 1781-91N PINE 1135-08IN PINE 1352-12IN PINE 1566-14IN PINE 1782-91N PINE 1136-08IN PINE 1353- BIN PINE - 1567-12IN PINE 1783-IOIN PALM 1137-12IN PALM 1354- SIN PINE 1569- BIN PINE 1784 -BIN PINE 1138-09IN 7VAN PINE 1355-IOIN PINE 1570-15IN PINE 1785-81N PINE 1139-08IN MYRTLE 1356-IOIN PINE 1571- SIN PINE 1786 -BIN PINE 11140-�081N MYRTLE 11357-112IN PINE 1572-12IN PINE 11737 -SIN PINE 111411-1111IN PINE 1359- 9N PINE 11573-18IN PINE 1789-91N PINE 1142-OOIN PINE 1360- SIN PINE I I N PINE I 1789-IOIN PINE 1143-09IN PINE 1361-10IN PINE r5--,vN PINE 1790-91N PINE 1144 -ION PALM 11362-10114 PINE � 1576-15IN PINE 1791-12IN PINE 1145-09IN PINE 11362$-110114 PINE � 1577-14IN PALM 1792-91N PINE IM-11IN NNE 1364-1 -1- I I --- -141N PINE 1793-10IN PINE 1147-16IN PALM 1365- SIN PINE 15n-12IN PINE 11794-101N PINE 1148-IIIN PINE 1366- SIN PINE 1580-IOIN PINE 1796-14IN PINE 1149-09IN PINE 1367- BIN PINE 1551- ON PINE 1797-12IN PINE 1152-08IN PINE 113WI- SIN PINE 1552- SIN PINE 179I PINE 1153-12IN PALM 1369-IOIN PINE 1583- 81M PINE 1799-IJAN PINE 1154-IIIN PINE 1370- SIN PINE 1584-13IN PINE 800-81N OAK 1155--091N PINE 1371-IOIN PINE 151I.5-12IN PINE 801-9 N OAK 1156-16IN PALM 1372-IOIN PINE 1586- SIN PINE 802-IOIN OAK 1157-18IN PALM 1373-114114 PINE 1557-i2lN PINE aw-iOIN TWIN 1158-011IN PINE 1374- BIN PIKE 1588- 9IN PINE 1159I PINE 1375-12114 PINE IW9- 9IN PINE wt2g* MAE I 1160-OBIN PINE 1376-12IN PINE 1590-12IN PINE SIN PINE jim-oam PINE 1377-12N PINE 1591-15IN PINE laOS-15IN PINE 1162-08IN PINE 1379-I&N PINE 1592-14IN PINE 1809 -SIN PINE F-1163-24IN PINE I 1350- BIN PINE 1593-12IN PINE 1810-12IN PINE 64-16IN TVAN 1381-14IN PINE 1594-12IN PINE 1811-IGIN PINE 111166-14IN PALM 13a2- BIN PINE 1595-14IN PINE ' IN $AK W_1 1167-16IN PINE 135.3- SIN PINE 1506 -MN PINE ' 1111li-ENIN I 1168-12IN PALM 1364-12IN PINE 1597-14IN PINE 1814-12IN PINE - 1169-112IN PALM 1385-12IN PINE 1508-13IN PINE 7 1170-14IN PINE 1386-IOIN PINE 1599-16IN PINE t 101MA ) 1171-17IN PINE 1387- 8N PINE 1600- SIN PINE 1817-12IN PINE 1172-12JN PINE 1388- BIN PINE 11601- 9IN PINE 1818-12IN PINE 1173-OBIN PINE 1389- ON PINE 1602- SIN PINE 1810-IOIN PINE 1174-12JN PINE 1390-12IN PINE 1603-14IN PINE 1820 -SN PINE 1175-14IN PINE 1391 - SIN PINE 1604-12IN PINE 1821-91N PINE 1176-17IN PINE 1392-16IN PINE 1605-ISIN PINE 1822 -ON PINE 1177-17IN PINE 1139,1-12IN PINE IOM-12IN PINE 1823-IOIN PINE 1178-17IN PINE 1394-IMN PINE 1607-IOIN PINE 11824-10IN PINE 1179-12IN PINE 1395- ON PINE 1611-12IN PINE 1825-12IN PALM 1180-16IN PINE 1396-12IN PINE 1612-14IN PALM 1826-IOIN PINE iial-15IN PINE 1397-12IN PINE 1613-14IN PALM 1827-81N PINE . 11182-10IN PINE 1398- BIN PINE 1614-112IN PALM 1828-IOIN PINE 111823r -141N PINE 1399- SN PINE 1615-14IN PALM 1829 -SIN PINE III114-09IN PINE 1400-13N PINE ( 1616-IOIN OAK ) I&SO-10IN PINE 1185-121H PINE 1402- 2IN PINE 1617- SIN PINE 1931-OIN PINE 1186-IOIN PINE 1403- SIN PINE 1618-12IN PALM 1932-81N PINE liw-IIIN PINE 1404- SIN PINE 11519-112IN PINE 1833 -SIN PINE IIS&-14IN PINE 1405-IMN PINE 1620-10IN PINE 1837-201N FINE I 1189-14IN PINE 1406- ON PINE 1621- BIN PINE 1838-20IN FINE 1190-11IN PINE 1407- SAW PINE 1622-91N PINE I .1930-20IN PINE 1191-15IN PINE 1408-1121N PINE 1623-ISIN PINE 1840--181N PINE 1192-15IN PINE 1409-IGIN PINE 1524-IBIN PINE 1841 -BIN PINE 11193-14IN PINE 14110- SIN PINE 1625- BIN PINE 1842-91N PINE , 1,3 g�,,&I_W 1411-12IN PINE 11626- ON PINE 1843-91N PINE 14IN 14112-113N PINE 1627- SIN PINE 1844-116IN PINE 1197-15IN PINE 1413-IOIN PINE 1628- SIN PINE 1845-91N PINE 1198-09IN PINE 1414-15IN PINE 1529- SIN PINE 1846-IOIN PINE 1199-13IN PINE 1415-14IN PINE 1630- BIN PINE 1847-101N PINE 1200-13IN PINE 1416-14IN PINE 1631- BIN PINE 1201--091N PINE 1417- BIN PINE 1532-18IN PINE 1202-IIIN PINE 1418-14IN PINE 1633- SIN PINE I 1203-ZPIN FJI�E I 1419-12IN PINE WS4- SIN PINE 205-081N 1420-1101N PINE 1635-12IN PINE 1206-OSIN PINE 1421-12IN PINE 16M- SIN PINE 1207-12IN PINE 1422-14IN PINE 1637- SIN PINE k jg&gg _XAK j 1423-12IN PINE IBM- BIN PINE I N NE 1424-12IN PINE I&W-15IN PINE 1210-15IN PINE 1840-12IN PINE 1211- SIN PINE rillf-2M' 1641-15IN PINE 1212-15IN PINE 1427-12tN PINE 1642-121N PINE I 1213-ISIN PINE 1425-10fN PINE 1543-IOIN PINE 1214-IOIN PINE 1429- SIN PINE 1544- SIN PINE - - - NO. 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MASTELLER & MOLER, IMC. — —� I I , I-, r�'- -1 —11. — : I , I — I i -11� —,no "I I ,IIIIIryi@FMIVOG�-I [gr,\n/- or-\n=[g mc> @ - � it R , t& U�j � `IIIII� u\ -j ',� Di U=:3 Uu for � - , W1 CERTIFICATE OF AUTHORIZATION #4204 � OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32clbO P [��= I 0 9 zR� r*,m 0 93 N FE� i!� M2) 56-7-5300 / FAX M2) 714-1106 5EBA5TIAN LKJ . 025"ASE 177tle to all doc~nts III be -or the wpyright . ofzAk& AEK of Mosteller 4 Holer, Irv- Is vested solely 1A I I- I , , , " Mo5teller 4 Hofer, Inc. These dor-ment5 cre I I I- 1\ I- I -1 - . , ce5iew-o Sam provided to the owner soleig In cormection Hith r , I , this project. AAgother use or revs& of these � I � , � \ doc~nts or " reprodxt1on, d1sploI 5016, Or ^ - - -,,"- . , ONECKEO SEM other disposItionofthe5edoavientsby onyone - ,.� is expressly prohibited withaut consent of - I PATE 12103 Hoslzller 4 Holer; Inc. pwsvont to the Federal - I , - - I to - r.,."!!ro-i� P�-4 L�A� coprkjht LoJ4.- .1 %eXl' � -��, -� I I I 5oALE AS NOTED FLop -R 4 MOLER INC. \I 1 02/20/04 %EET 3o oF 30 zipA @2003, MA5TELLE 5TEFHEN E. MOLER, P.E. FL# 331c13 V1,45 w 0256 . . NO. DATE I Sheathed EAW Steel Gable (g800 Lbs. Breaking 5trength) With 6atvanlzed Connectors (fool Free Disconnect) 5lotte G Connector Pipe GI Gell Solid Plastic Foom (Metal Goll Inforce CloClot ton 11 Solid Dia E lastsuiv) (17 Fo_ omlbsototion (6' Dia. Equly) (12 Lbs. Per Ft. Buoyant Per Ft. Buoyancy) tl f/ b Potypro Rope `IS Oz. Nylon Reinforced p- .� (600 Ib. Breakirg PVG Fabric. 0,00 psi Test) a Oz. Nylon Reinforced Strength) J Stress Plate lreoivcmlzed Ghat PVG Fabric (300 psi "bah anized C.hak Test) Wlth Lacing Grommet T1�PE I �' I TYPE i I D =5' Std. (51n I anel For Depths 5' or Less).D =5' 5td. (Additional Panel For Depths 5'). Curtain To Bottom Up To Depths Of 10 Feet-Two(2) Panels To Be used For Depths Greater Than 10 Feet ss Special Depth Curtains Specifically Galled For In The Plans Or As Determined By The Engine . NOTICE: TS OF TYPES I AND 11 MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGE THE PROPRIETARY RIGHTS OF THE DE516NER SHALL BE THE 50LE RESPONSIBILITY OFTHE USER, 5UB5TITIJT10N5 FOR TYPES I AND 11 SHALL BE A5APPRC7VE0 BY THE ENGINEER. FLOATING TURBIDITY BARRIER5 I #I ) Flow # Bales To Birt Anchor Bales With 2 - r x r x 4' .I Stokes Per Bole. N �- 50' On Centers ( Typ. ) As Required PLAN Loose Sol/ Placed By Shovel And LIght/y Compacted Along The Upstream Edge Of Boles. Ii • 11 " + s' min. PLAN FIII Slope Anchor Bales With 2 - r x 2' x 4' Overlap Ends Stakes Per Bale. ELEVATION � Fill Slope TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SIDPES AWAY FROM THE TOE OF SLOPE ELEVATiON BARRIERS FOR FILL SLOPES TO 11E SED AT NATURAL G� SLOPES SELECTED TOWARD THEWHERESITES TOEOFSLOPE Woven Filter Fabric In Absence Of Established Gross (Approx. 12' x 12'). Secure Edges By Entrenching And Sod Extend Under Bogs and Bales. Fabric -�` „.,„ % Anchor Bales With 2 - r x 2' x 4' Sholl Meet The Requlrements of �„ ,Jf Sidewalk Stakes Per Bole. i° �a I;,,,e4,9 Sectlon 965 Of The Standard ° I • = I ri Spe;iffcotlons. Cost Of Fobr1c To Be !=' Open e,$3 Riser ,� O X°'"m ;e° 7""= Included In The Contract Unit Price Sand Bogs SOd I I o -Loose Soft Placed By yam% _ - _ For Baled Hay Or Straw, TN. I snavei And ugnty Apron Ditch_ 51 Min. PLAN Compacted Along Upstream -- Curb & Gutter �. Ditch Edge Of Bales. w a ', ~� Curb & Gutter �� - FM +y o, i.lolwel9na"`riJifl" a x$ +e "' g • �'"�VI01��'U�`w1VllfilGV' �+ &1�+. '1' ./. 'i'1' .� Anchor Bales With 2 - r x 2' x 4' ° Stokers Per Bole. Rall Post 2 PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Loose Sof/ Placed By Shovel And L/ght/y Compacted Along The Upstream Edge Of Bates. l' ,vin. Recommended PROTECTION AROUND INLETS OR SIMILAR STRUCTURES PLAN PLAN NOTES: Roll ELEVATION Post 6' Max. Spocing: Bale barriers for paved ditches should be spaced In accordance with i. Turbidity barriers are to be used to all -� Chart 1, Sheet I of 3, Index No. 102 permanent bodies of water regardless l l 1= Post (options: 2• x 4• or "�Typ" of water depth. 2 1/2MIn. Dia. hood; SteelBARRIER FOR PAVED DITCH 2. Number and spacing of anrhor5 dependent y 1.33 Lbs/Ft. Min) !' Nin. Recommend TY t' tn. Recommended on Current veloGitleS. p is I I Anchor Bales With 2 r x 2' x 4' Stakes Per Bole Anchor Lower Boles With 2 - 2' x 2' x 4' Stokes Per Bole. 3. Deployment OF barrier around pile locations 18 Oz. Nylon Reinforced Anchor Top Bales To Lower Boles With 2 - 2' x e x 4' Stokes Per Bale. may vary to accommodate constructton operations. PVC Fabric (300 psi Test) ELEVATION ELEVATION Optional Post Posltl Principle Post Position 4. Navigation may require segmenting barrier in (Canted 201 Toward Flow) during construction operations. Icatlon and Spacing: The use of Types z & -Y bale barriers should be limited to the Op " APPi y Post ( tions: 2' x Or, 5. For additional Information see Section 104 condlflons outlined In Chart I. Sheet I of J. Index No. 102 2" Min. Ola. Wood; teel Filter Fabric (In I of the Standard SpeClflcatIons. TYPE I TYPE IF 1.33 Lbs/Ft. Min) � - b' Max. _I Gonformance Wlth >1 - � STAKED TURBIDITY BARRIER oSet. q85 FDOT Spec) Filter Fabric ' �, Cl NOTES: BARRIER FOR UNPAVED DITCHES o �.�- silt Flow I. TYPE i AND l/ BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH CHART I. SHEET 1. 4. ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER. UNAVOIDABLE GAPS SHALL BE PLUGGED WITH HAY OR STRAW TO PREVENT SiLT FROM PASSING, i6 iv i �- ® v' 2. HAY BALES SHALL BE TRENCHED 3' TO 4' AND ANCHORED WITH 2- r X 2' ( OR I` DIA.) X 4' WOOD STAKES. - STAKES OF OTHER MATERIALS OR SHAPE PROVIDING EQUIVALENT STRENGTH MAY BE USED iF APPROVED BY THE 5. WHERE USED /N CONJUNCTION WITH SILT FENCE, HAY BALES SHALL BE PLACED ON THE UPSTREAM SIDE OF THE FENCE. ENGINEER. STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. ELEVATION SECTION 2' 6. BALES TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAW, EA. THE UNIT PRICE SHALL INCLUDE � X� x X 3. RAILS AND POSTS SHALL BE X 4' WOOD. OTHER MATERIALS PROVIDING EOUNALENT STRENGTH MAY BE USED THE COST OF FiLTER FABRIC FOR TYPE / AND it BARRIERS. SAND BAGS SHALL BE PAID FOR UNDER THE UNIT PRICE FOR x IF APPROVED BY THE ENG/NEER. SANDBAGGING, CY. ROCK BAGS TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR ROCK BAGS. EA. x TYPE III 51 LT FENCE Silt Flow \ I r X , EROSION CONTROL NOTES GRUBBING. CLEARING AND TREE \` - ® 4& I Note: Spacing for Te -- Fence to be in FSO , , + accordance withChart -, Sheet I of 3 1 . The contractor shall be responsible for erosion control y�� 11 i �, and ditch installations at drainage within best management practices for the duration of the REMOVAL/LAND CLEARING PERMITS• ^' structures Sheet 2 of 3. fir s project until such time as the project has been certified ,, as complete. THIS SITE REQUIRES A PERMIT FOR TREE REMOVAL, Type Silt Fence Protection Type --- Sat Fence ^�-� 2. The contractor shall seed & mulch or sod all open space GRUBBING AND LAND CLEARING. Type Silt Fence Around Ditch Bottom Inlets. i areas to be grassed immediately following final grading I and completion of all underground utilities, THE CONTRACTOR SHALL POST A COPY OF THE Do not deploy in a manner that silt fences will act as a dam across permanent flowing 3. I Sift fences shall be installed along limits of construction. PERMIT AT THE SITE PRIOR TO COMMENCEMENT OF watercourses. Silt Fences are to be used at upland locations and turbidity barriers 4. Slit fences shall be inspected after each rainfall and used at permanent bodies of water. GRUBBING, TREE REMOVAL OR LANDCLEARING. r repaired immediately if damaged. 5.>All side slopes of stormwater management areas shall be SILT FENCE APPLICATIONS *sodded on completion of final grading, GRUBBING. THE APPLICATION FOR A GRUBBING PERMIT SHALL BE FILED WITH THE BUILDING tional Post Positions 6. All inlets shall be protected from collection of eroded Post Options: Softwood 40 Dia. Principle Post Position materials by installation of temporaary filter fabric and/or DEPARTMENT ON FORMS FURNISHED BY THE BUILDING Softwood 4" x 4' I p Hardwood 3" Dla. -Poult Mesh ( 20 Ga. Min.) a (Canted 20 Toward Flow) hay bales. DIRECTOR. THE APPLICATION SHALL INCLUDE A COPY Steel 1.331bs/ft Mtn. Or Type A Fence Fabric OF THE RECORDED DEED INDICATING THE CURRENT l0' Max. (gyp Index I a Sec. qb6 Poult Mesh or I V V M I l v 1 1./ I l i l� LI V 1 1 i V 1 J J 1 1 V I I AI V i 1 I J bl I I V \J 11 l t I 1 I 1 1 V 1 1 •. 4 l V 1 ru v > Type A Fence Fabric � ., J I .. � � ., ✓ t.. ✓, I ., . I ..., ll . � .I .,J .1:...... ,..., :.. � I ., I I OWNER. r Filter Fabric THE STAFF SHALL THEN INSPECT THE SITE FOR PROTECTED TREES, HISTORIC TREES, SPECIMEN TREES, t 51It Flow GENERAL NOTES OR MANGROVES AND GOPHER TORTOISES. IF GOPHER The completion of this project by the Contractor requires TORTOISES ARE FOUND, THE APPLICANT SHALL BE compliance with the State of Florida Department of REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM -Filter Fabric (In THE STATE OF FLORIDA, ELEVATION Conformance with 5EGTION Environmental Protection "Generic Permit. for Stormwater Sec. q85 FOOT Spec) Discharge from Large and Small Construction Activities" per TREE REMOVAL AND LAND CLEARING. THE FDEP document number 62-621.300(4) (a). It is the APPLICATION FOR A TREE REMOVAL PERMIT OR LAND TYPE= 51 LT FENCE contractor's responsibility to perform and maintain the project CLEARING PERMIT SHALL BE FILED WITH THE BUILDING site in accordance with conditions of the "Generic Permit". The Contractor shall be considered to be the " operator " as DEPARTMENT CONCURRENT WITH AN APPLICATION FOR defined herein. A DEVELOPMENT ORDER PERMIT. The Operator is defined as: The legal entity that owns or EXISTING NATIVE VEGETATION. EXISTING NATURAL operates the construction activity and that has the authority to VEGETATION TO BE SAVED IS INTENDED TO BE control those activities at the project necessary to ensure compliance with the terms and conditions of the permit. The INCORPORATED INTO THE LANDSCAPE PLAN. Operator's responsibilities are as a minimum as follows: PROTECTIVE BARRIERS SHALL BE INSTALLED PRIOR TO 1. Before conducting any project activities the Operator and all LAND CLEARING TO PREVENT DAMAGE TO NATURAL Subcontractors shall sign and provide to the Owner/ Developer VEGETATION TO BE SAVED a copy of the following certification: I certify under penalty of law that I understand, and shall SPECIMEN TREES comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small THE REMOVAL OF A SPECIMEN TREE REQUIRES A Construction Activities (DEP Doc #62-621.300(4) (a) ) and this Storm Water Pollution Prevention Plan prepared thereunder." REMOVAL PERMIT FROM THE BUILDING DIRECTOR The certification must include the name and title of the person providing the signature; the name, address, and telephone PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION number of the contacting firm: and the date the certification is made. 2. Provide a " Oualified Inspector " to perform the required ALL PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION inspections In accordance with the State of Florida Generic MUST BE REMOVED BY THE DEVELOPER AT THE TIME Permit for Stormwater Discharge from Large and Small OF CLEARING. PROHIBITED AND UNDESIRABLE EXOTIC Construction Activities, DEP Doc #62-621(4) (a). 3, Prepare the project site in accordance with the Stormwater VEGETATION SHALL NOT BE USED TO MEET THE TREE Pollution Prevention Plan. OR LANDSCAPING REQUIREMENTS OF THE LAND 4. File a "Notice of Intent", (DEP form 62-621.300(4) (d), DEVELOPMENT CODE. PROHIBITED AND UNDESIRABLE including applicable permit processing fees 48 hours prior to commencement of construction. A copy of the "NOI" or a letter EXOTIC VEGETATION MAY BE REMOVED WITHOUT A from the DEP confirming coverage under the permit shall be PERMIT AFTER RECEIVING VERIFICATION FROM THE posted on site for public viewing. BUILDING DIRECTOR. 5. Within 14 days of a different Operator taking responsibility of the construction activities a "Notice of Termination".(DEP form 62-621-300(6), shall be submitted. If a "NOT" is submitted due to a change of Operator, within 48 hours before assuming control of the constructions activities, the new Operator shall file a signed "NOI" in accordance with this permit. t'Co, LAN®CLEARING ERosION EE h®, 1�CONTROL PLAN t . c�oa��d�oac� r�a�oac�c�Q� for GERTIFIGATE OF AUTHORIZATION #4204 DE50RIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32860 P REV15iON5 (772 567-5300 / FAX (772) 7q4-1106 5EBA5TIAN FE� l (�� a 9 z� Ej\,�'Ili D 93 1 FE� T� 0258-13ASF 'Title to ail douvnents which bear the copyright OF Ma5teller t Moler, Inc, Is vested solely in Masteller 6 Moter, Inc. These, documents are SEPI provided to the owner solely in corr:ectlon with DESIGNED this proJect. Any other use or reuse of these documents or any reproduction, disptoy, sole, or IGI+EGKEDrjj_r'( other disposition of these documents by cnyone ■. is expressly prohibited without consent of Mosteller E Moter, Inc. pursuantl to the Federal .,;, PATE 12/03 Copyright Law.' 02/20/04 cfu s -E A5 NOTED D J si-1�er 3b of 30 FLORIDA ©2003, MASTELLER 4 MOLER, INC. STET` HEN E. MOLERI P.E. FL # 331 c13 cw No 0258 J NORTH GRAPHIC SCALE 60 G. 30 60 120 240 02 IN FEET ) . I inch = 60 ft 1 I ,342.97 1' _ _ N89'43'10"E BEARING BASE T _ �r _ _ 8 a� •� �• .� '�'• .1�� ..�,� Wir W QT W V� W y -r W W Vi W �Y W V� V� �V �I/ fit/ ' I - �►' ` 16.5' SIDE YARD SETBACK* SEE 5517-E z .c--- •--z 711 z Nv T vi .1/ v% .v -147 7 .v .v •v SA I � 'rr \ .v �V •v •v .v v .v .v .v .v .v .v .v .v •v •v .v .v .v •v vi v •li �\ \ i I ' ' TYPE l \ � % %k %4111k LOCATION MAP MAIN STREET 0 PROJECT SITE j FOSTER ROAD c � C 2 N O N89'48'47"E V 46.9 1'\ G�• y�2 SETBACK UNE N.T.S. I '� -- �•• SITE DATA. SIE ADDRESS LAKE E I I 24.95-* ACRES BETWEEN MAIN STREO AND FOSTER ROAD (.24 AC..*) WEST OF LOUISIANA AVENUE IN SEBASTIAN, FLORIDA II OWNER / APPLICANT TAX PAROLS • I� %41 � � � � � � �, �, %411 �, y �, 41 �, �, �, �, �, �, -�- � 14, - ` � PELICAN ISLES LTD. 31-39-06-00000-50C -0000 1.0 � � \ I I 6535 NOVA ROAD, SUITE 106 31-39-06-00000-5000-00001.1 w DAME, FLORIDA 33317 3f-39-06-00000-5000-00001.2 + W LAN�LINE \1/ %4/ TEL. (954) 472-3050 31-39-06-00000_50-00003.0 %P %4/SP � %411�, �, �, �, �, �, �, �, .y a \ �•, II I FAX (954) 472-3099 31-39-06-00000-5000-=49.1 I I I LTI&I �••. SURVEYOR \ .v .v .v .v •v .v .v .v .v .v .I. .v .v .v .v NI/ Nil,.I• \ ,t� .ti ` j, E� O ` \ ` I i \� MASTELLER do MOLER, INC. MASTE'LLER, MOLER & REED, INC. O \ �, �, �, �, �, 14, �, .v �, .1. .v •l/ •1• •i• • , .V � � `L �'� 2205 14TH AVENUE 2205 147H AVENUE N VERO BEACH, FLORIDA 32960 VERO BEACH, FLORIDA 32960 00 \ � � - TEL 772 564-8050 �, 1 + ( ( I I �v .v w .v •v •y � •v •v •y •v •� \ TEL. (772) 567 5300 ) CD «- (c � D V � 00 FAX (772) 794-1106 FAX 772) 794-0647 �RNV 14/ $ Z 1NG L1 i 00 GENERAL DESCRIPTION 'tut' T- ZONING LTE ` NUMBER OF TRACTS: 1 -TRACT A Io 91 2 LAKE PROPOSED USES: 150 UNIT MUL77-FAMILY RESIDENTIAL. O - TYPE 11 W�TLAN �, B U FF'�R LI I�"E r \, � W/ ACCESSORY PRNA7E CLUB, TENNIS OC)0- >' `1' `1' `v `1' �' �' �' �' �1'„ „ �' `�' `�' �' �' �' 1 Mp�R PAU, v' �'': COURT, AND SWIMMING POOL FACLLITIES I I �--' WETLAND A ! / w ��fi�tosr/R� \ NUMBER OF L075: 1 LOT I I .v •v •� .v .v •v .v .� .v R .i, •>, •�• •v I CONSTRUCTION SCHMULE , i I 7.64 AC EJ I START APRIL, 2004 LAKE B (.3/ AC..*) � v' `I' NV � 41 \ � � � � \V � � � � � FINISH. • APRIL, 2006 i I \V � \1/ q/ � \k .v \P � �, IIIIIUCIIII SITE �IFORAAA'WN I + I - - � - SITE LOCATION. • FRONTAGE ON POWER[.INE RD., SOUTH OF MAIN STREET, 4' ALUMINUM I { �v 11v qv \V �v �v �v �v \v Nv � ; �yCE ` I I ! WITHIN THE CITY OF SEBASTIAN, SEE SITE /SAN UE/ ts' .� �V .�, .i• •i• rV •1� •1� vV 41 �v v� �V qv ! f I I I I I I I I I GROSS AREA: 24.95E ACRES I I I 1 I II l I I� I LAND USES/ZONING.- CG = 1.40 ACRES I �• I RM -8 - 23.55 ACRES l ,� HIGH* �ETIC� �L �v �v �v �v �v �L �L �v �L �v �L `L ... POTABLE WATER: INDLAN RIVER COUNTY U77U1IES i I ,W -- W/ sw/N� 0 WASTEWATER: INOLAN RIVER COUNTY UTILITIES J , I ( FLOOD ZONE. AIX I I P EX. SOILS: /MMOKALEE FINE SAND POMELLO SAND I ( ' I •\, .� I - .v •v •v .v .v .v � •v •v .v .v •v .v � ,, SA7EUJTE I FlNE SAND Sr. LUCIE SAND �v %4/+a �v �v �v �v v. •••/•,• --- II I ZONING �.YCtA LL d HSE .v •v .v . .v DENSITY: (MAX. (EQZ533ED_) 01 I I ! �es� y - I . 80'O LAKE C LOT WDM- 2665 '/• (20 AC..*) LOT DEPTH• (MIN) t00' 800' a LOT SIZE: (MIN.) 10,000 SF 1,086,822 SF TYPE ll n �d mac, 9 OPEN SPACE: (MIN. 40X 72.3X X\ 7. POOL DECK `j' `1' `L j . 2� P' - I n I BUILDING COVERAGE BUILDING HEIGHT: (MAX. 409 29' 10.3x � TYPE 11 ( ) Y:. I SHUFFLE TENNIS 5' G GREEN ALUM NUM CWN LINK FENCE �. } �"' SETBACKS: S SURFACE: (MAX.) 60X 191E g I_ I v BOARD COURT I �W/ AUTO ATIC CLOSURE DOOR �. I FRONT (MIN.) ) 25' 37' 9i C M � 25' 36' 'I 'I SIDE 15* 28, a TYPE JlI 20#38 I N N UCTURES BETWEEN STR *PLUS 1' FOR EACH ADOMONAL 2' IN HEIGHT ABOVE 25. N I o:. I I N JURI ICTIONAL PERIMITTING REQUIREMENTS �,, .3 PLAYGROUND L? I4 C O CITY OF SEBASTIAN MAJOR SITE PLAN APPROVE -- I in N, I I I 1 ill I I I I I I I I I I U I I I I CITY OF SEB�45T7AN LAND CLEARING PERMIT i� TYPE 11 r -- _ !� I I I I I I I I I J 111ul !(( i U-5'771 < J O CITY OF SEBASTIAN TREE REMOVAL PERMIT „ I _ APPROVAL -6 - w -6 -ENCLOSU E - -' - _- - r INDIAN RIVER COUNTY UTLM S PERMIT T"sE IVI CITY OF SEBASTIAN DRAINAGE PERMIT I Ii n O '�lI I I W 6 ENCLOSU E I CITY OF SEBASTAN RIGHT-OF-WAY PERMIT ivo-qn lllllilR.LiiLi I Iivovn IIIIII IIIrNx/Zk1 III�IIIn)IIIIiimii FLORIDA DEP WASTLVATER IZ I I w 6 ErMictOSURE FLORIDA DEP WATER DISTRIB�N PERMIT SrFLORIDA DEP NPDES PERMIT JOHNS RIVER WMD ENVIRONMENTAL RESOURCE PERMIT I I I I 111 ' AtuMI 7 --38' 8 DENSITY COMPUTATIONS 3` £SITE 40' 40 L�`1. ..- ' -+ ALLOWABLE.• I TYPE / TYPE l TYPE N 7Y°E I I I CG 1.40 ACRES x 0 UNnS PER ACRE - 0 UNITS m m (l �. I /. •••�'` •• I I I I I I I I I I I I I I RM -8 23.55 ACRES x 8 UNITS PER ACRE 188 UNITS o. t 4. 1 I I MP I150 UNITS I � I I ctosuRE TOTAL ALLOWABLE: 188 UNITS Z I I w £N -- -- �.... -- __J PROPOSED. 150 UNITS Imo' --- I --�- -- DEVELOPEMENT UMTS DENSITY.- 150 UNITS _ X I I �' :, LAKE A ��� - � I� _ 165' SIDE YARD SETBACK , .. - .....__... :_ �.� ` ..� N00'00'07"� � OPEN SPACE CALCULATIONS I I L_ . --" S89 43 10 W WE.I-ANO „B„ 1053.0 588. ,�r g„W REQUIRED OPEN SPACE* 40X- GROSS I p 16.5' SIDE YARD 5ETBAC_K* 3,80' , AREA OF S/TLS• 24.95 ACRES X 40% = 9.98 ACRES (REQUIRED) 181 0.19 ACRES " I � �". -1� S89'03'22"W � 291.y3' � S00'07'41"E � - 43• -LESS IMPERVIOUS ARt=/�S*.• 6.92 ACRES (32.4X) 16.88 ACRES (PROPOSED ` ? PROPOSED OPEN SPACE: 16.88 ACRES (67-6.2) 19.70 \ • * * MIN. REQUlRE7NENT IS 15' PLUS 1' �OR EXCLUDING LAKES EVERY 2' IN BUILDING HEIGHT ABOVEI25 SITE IfiAPROVEIVENTS COVERAGE SUNIItAAR'Y GROSS AREA: 24.95 ACRES 1,086,822 S.F. 100.2 BUILDINGS: 2.57 ACRES 111,949 S. F, 10.3% LEGAL DESCRIPTION USEPARKWG COMPUTATIONS REQUIRED PROPOSED PAVING/SIDEWALKS: 4.05 ACRES 176,418 S.F. 16.2% BEING A PART OF THE NORTHWEST 1/4 OF THE SOUTHWEST J AND ALONG SAID EAST LINE, S00'07'41"E, A DISTANCE OF 19.70 FEET TO A APARTMENTS. • 150 x 2 SPACES/UNIT = 300 SPACES 302 SPACES POOL/DECK: 0. 11 ACRES 4,792 S.F. .44X THE NORTHEAST QUARTER OF THE SOUTHWEST 1/4 OF SECTION 6. POINT ON THE NORTH LINE OF THE SOUTH 534,5 FEET OF THE CLUBHOUSE.• 2,860 SF./1 SPACE FOR EVERY TENNIS/SHUFfLE BOARD: 0.19 ACRES 8,276 SF. .7618 LAKES: 1.15 ACRES 50,094 SF. ,46X TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, NORTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE ALONG SAID NORTH LINE, 3 PERSONS FIGURING MAX. OCCUPANCY'* = 37 SPACES J7 SPACES BEING MORE FULLY DESCRIBED AS FOLLOWS: S89'03'22"W. A DISTANCE OF 291.03 FEET TO A POINT ON THE WEST LINE TENNIS COURT 1 COURT X Z SPACES PER COURT - 2 SPACES 2 SPACES IMPERNOUS AREA: 8.07 ACRES 351,529 S F, 32.38 OF RANGE 39 EAST, THENCE ALONG SAID WEST LINE OF RANGE 39 EAST, _POOL• 965 S.F./ 1 SPACE PER 100 S.F. - 111 PACES 10 SPA- nreVIDUS GREEN ecce. 1688 ACRES.293 S.F._ 67.6X BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF N00'07'41 "W. A DISTANCE OF 801.20 FEET TO A POINT ON THE NORTH LINE TOTAL PARKING: = 349 SPACES* 351 SPACES TOTAL: 24.95 ACRES 1,086,822 S.F. 100X THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 31 I91.11IM G COVERAGE SUMMARY EAST; THENCE ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SOUTH, RANGE 39 EAST; THENCE ALONG SAID NORTH LINE, N89'43'10"E. A * PER THE CITY OF SEBASTIAN PARKING ORDINANCE (CHAPTER 15) BUILDING NO. OF NO. OF STORIES BUILDING BUILDING TOTE THE SOUTHWEST 1/4, N89'48'47"E. A DISTANCE OF 46.91 FEET; THENCE DISTANCE OF 1342.97 FEET BACK TO THE POINT OF BEGINNING. ** MAXIMUM OCCUPANCY OF CLUBHOUSE IS 113. TYPE STRUCTURES UNITS HEIGHT S.F. S.F SO(702'32'W, A DISTANCE OF 781.18 FEET; THENCE S8T4829"W, A DISTANCE OF 43.51 FEET TO A POINT ON THE EAST LINE OF SAID CONTAINING 1,086,980 SQUARE FEET OR 24.95 ACRES, MORE OR LESS. PROPOSED PARKING ST NDAR D I%�ND/CAPPED TOTAL "I» 4 64 2 28" 6P 9,027 3611 8 NORTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE ALONG SAID EAST SUBJECT TO ALL EASEMENTS. RESTRICTIONS AND RESERVATIONS OF RECORD, %/ 4 48 2 29 4 10,323 41,292 UNE NOO'00'07"E, A DISTANCE OF 3.80 FEET TO A POINT ON THE SOUTH (432811-C.RTF) ARH APARTMENTS: 280 22 302 Il 2 24 2 2 # 9" 11,123 22,246 UNE OF THE NORTH 24 ACRES OF THE NORTHWEST 1/4 OF THE CLUB: 35 2 37 "jV" 1 14 2 28' A 9,483 9,483 TENNIS COURT 2 0 2 SOUTHWEST 1/4; THENCE ALONG SAID SOUTH LINE, S89'43'10"W, A POOL: t0 p 10 CLUBHOUSE, 1 O 1 FSS n -TAN 28' 2,860 2.g&Q DISTANCE OF 1053.06 FEET TO A POINT ON THE EAST LINE OF THE WEST TOTE: 3t5 Z4 351 TOTAL 12 150 111.989 058 -BASE 291 FEET OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE 'Title to off documents whvh bear the copyright) DRA44 AEK of Mosteiler i Hofer, Inc. >s vested solely in ` MM A STELLEm & MOLLK9 I■ SITE providMosteled t he o tnc. These documents are with this project. Any other use or reuse of these 5 provided to the owner solely M cormactton with documents or any reproduction, display, sale, or CHECKED �jENI 'yf7 Q nS by GOther d"Wond i's'�gsaeon�cp!to�aof DAA It/03fOr rataue�ofe, . pur orytohePedera) Copyright Law." SCALE A9 NOTED CERTIFICATE OF AUTHORIZATION #4.204 ry �{ ' �°' � �-`�`�'`� 02/20/04 NO. DATE DESCRIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32860 U L s 4 of 30 15105 (772) 567-5300 / FAX (-n2) 7e-74-110(o5EBA5TIAN FLORIDA ©2003, MASTELLER a MOLFR, ENG. 5TEPHEN E. MOLER, P.E. FL# 33I q3 �� _ RJ� � 0258 r z - 6 1 r.o. — — EXISTING DITCH TA_8.1 POWERLINE ROAD RIGHT-OF-WAY ----- - ----------------------------------------- --- - - - - - - --------------- ----- -------------9 -------------- 2'11RB-&'-'U1"TER 10—,00 11+00 — — 12+00 — — — — — — — — — — — — 13+00 14+00 _ _ � 15+00 f 16+00, .,- — , y r 17+00 18+00 —zr --------- --r-- ---- _f---------PAVEfl f?OAB-M�/�ZFC-U�TTE/; (---'-----_ -� - _--------- _=��=I=---------I------ I - -- -}--+- - I - LUMIN�{�tt FFNI_��'�� �S�A E SITEPL4N DETAILSI /• _ WIM ZrutWALK ` / ! � 5' WIDE SIDEWALK ` , 'CURB 5' WIDELSIQLWALK \ vow N 00°07 41 W I \y. 801.20 . 30 R 30 R J r 25 FRONT YARD SETBACK 30 R , 0 R ------------ -- - --, - 37' --- --------- - -- ---_-- - --_--------------- I ----------- ; 4 NUM FENCE 4 ALUMINUM FENCE 5 I ,/'SEE SITE PDW. DETAILS n I I /' ..5'€ F-1 .S'�€..PL�tN'�€T�ttCS •-.�... ...-... y ] 3 . z 00 I 122 4 TYPE II BUILDING [ 3K E B FIRST FLOOR: 10,323 S.F.) TOTAL: 20,646 S F. 4 '� ° r EX. FLORIDA o �, I I LAKE A (12 UNITS) r � POWER & UGHT t.�J I -v {.25 AC.f) �� -/� za I z; • 1 za m LJ .� SUB -SIA TION I ' LF , ''•� � I I GRAPHIC SCALE so o so so 140 �: ( IN FEET I inch - 30 ft, I NJ/ .....—.... CONC.. DU�� PAD W/ 6" E L RE 8._ 5' WIDE SIDEWALK r � ICONC. DUMPS •PAD h ~ ti W/ 6 ENCLlRE i � I � 7.5' R-' � 440 I { 5' R - _;p qs Iz s•� 5' R 30 R 30 R a- -5 ' R 5 ' R / VKZZ2� TYPE I BUILDING - _/ FIRST FLOOR: 9,027 S.F. � '%' 5' R h . - 5' h, - 5, R _ 5' R - - TOTAL: 18,054 S F. ( �, l 0' R 4 -- 25 R 25' R _ . I rr 4s' (16 UNITS) 'o _ � I b -�•- �_ I N N o I m ..� I 5' WIDE SIDEWALK j I 5' WIDE SIDEWALK � v 0 in 5¢• R R ti i FL 60 TYPE It BUILDING / * _ FIRST FLOOR: 10,,, 2.; / / MIN. REQUIREMENT IS J5 PLUS 1 FOR I � Iq SF. EVERY 2' IN BUILDING HEIGHT ABOVE 25". ° TOTAL' 20 646 S F i 1. v _r— L ' .. oX XI Imo; ff 1 _ 1. g ...: . ':•Y •:: ••• • •'''•'•••'•••'•'••••1' :...: X. X. 000 • - X ... ;,: �I `. r oi/ NO. DATE DESCRIPTION 1 EV/ S 1 DNS 12 UNITS '- SHUFFLE 74* R BOARD P o L� L -F — � � �' � TYPE IV BUILDING ��- �c O I FIRST FLOOR 9, 483 S F, 88 J� - � •�J I I _ � %4 TOTAL: 18,966 S. F. .- - I (14 UNITS) �(Z� 2a 21V 20' s R CLUB HOUSE i 2,860 S.F. I I 98' * UNLESS NOTED OTHERWISE I ET IN I 6' HIGH POOL/ W/ 2 SWING I 2045' POOL o 965 S F. I s• TENNIS - - - - - - - - - - - WETLAND ';4" COURT ( 7 64 ACRE CpNCR P , S ETE ODL DECK I 5' R �� MATCHLINE - SEE SHEET 6 OF 30 - _ 025& -BAS 'True to oil docunents which fxcr Lhe copyright �� AEK S ELL RMOLER9I C. SiTE PLAN "�II of Me -flex e4 t Molex, Inc. 15 vested Solely 1nHosteller a Molex, Inc. Thea documents are provided to the owner solely h comectton with DE516T�DjEI7 kin other ~ or reuse of these docthis ument project.My � reproduction, display, sale, or 5 .r c�oa�c���oa� Qa�aacQ�� O � other dlspositlon of thre..e documents CHECKED uments by anyone e EM Is expressly prohlblted without consent of II�03 Mosteller E Moler, W. pursuant to the Federal � DATE CERTIFICATE OF AUTHORIZATION #4204 Copyright Low., vwAPP 2205 14th AVENUE, YERD $__-- �. _ _._ �AGH, FLORIDA 328SCALE A5 NOTED60 (� ( (� /� UV 02120!04 (`7 /2) 567-5300 / FAX (`J72) 7q4-1106 U�.J � 5 3 O 5E$ASTIAN FLORIDA ©2003, MASrELLER a MOLER, INC. 5TE H j-1� I E. 1�� O CL7, P.E. FL # 331 C13 D>6 W 0258 J so i i wow / NORTH= _: \J/ \J/ / • :i - J •I I I 110 �711u nllulll.�•�l�►l�h1al111111 �llUll►ill 71J; - l/ GRAPHIC SCALE 8C 120 240 ; ,�,' _ in..,.■ _ — r.... — — WETLAND 'A " («, n� E -r) \1/ 7�4 ACRES \l/ y D 1 inch 30 i _ n rn � rn CONC P �I v - - - - - - 6H/GH POOL '1_ENCE� W/ 2 WING GATES o o 2�k WETLAND �VFFER (TYP)A& / �(/ �. / ''�.•• LAKE C t / •�• -- UNLESS NOTED OTHERWISE Io WETLAD LINE �J/ 7-5 FFER <•C(P e h � FL O TENN/S I 5' GREE LUMINUM ,( 0 jW couRr � i LINK FENCE W/ AUTOMATIC CLOSURE DOOR 1 1 i `4/ TYPE III BUILDING � FIRST FLOOR. • 11, 123 S.F. TOTAL: 1 22,246 S.F. (12 UNITS) --- - 8' U L—i LJ L—F U LAYGROUND % 5' WIDE SIDEWALK Q � 1 Cm N CIS 1?• s• CONC. DUMPSTER PAD , — - �,P�'� — W–& -'--ENCLOSURE — — — 5 R — 5' ,� -- — J • — — — — — g' R----- — -�'–R CONC. DUMPSTER PAD 5 R qs' rr _ s• W/ 6' ENCLOSURE 5' WIDE SIDEWALK 5 ` WISE SIDEWALK n �F-1 F_r� F" _– 5 R S 6 \ 7 TYPE l BUILDING Jta TYPE (BUILD/NG .40• TYPE 111 BUILDING �• FIRST FLOOR.- 9,027 S.F. FIRST FLOOR. • 9,027 S.F. ` FIRST FLOOR. • 11,123 S.F. TOTAL: 18,054 S F, i - TOTAL: 22,246 S.F. TOTAL: 18,054 S.F.` (16 UNITS) (16 UNITS) - (12 UNITS) -J L - ..•J WETLAND "B" 39' 38 0.19 ACRES 16.5' SIDE YARD SETBACK*— S89043'1 � * MIN. REQUIREMEN /S 15' PLUS 1' FOR 1053.06 0 EVERY 2' IN BUILDING HEIGHT ABOVE 25. - 0258-BA5P •T'itie to oil documents which bear the copyright DRAAN AEK of Magteller t Maier, Inc. vested softly In \ MLER iOLERmwmINC. ,� �, Masteller t Molex, inc. These documents are S I T E PLAN B provided to the owner solely h connection with DE5IGNED �'7EM this project. Any other use or reuse of these .w documents or any rsproductlon, disploy, sole, or GkEGKED 5EM _ 0 O r tor other disposition of these ithout o by anyono a DATE " �\nl CC�o2J 1�_j'1j) T is expressly prohibited without consent of Mosteller E Hofer, Inc. pursuant to the Federol II/03 t Law.• 4. ,a >._ CERTIFICATE OF AUTHORIZATION #4204 SCALE A5 NOTED � � �°�� `�� " 02/20/04 DE50RIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32%0 SHEET 6 OF 30 PP10@&LNJ� � ! 2 REV151 ON5 072) 567-5300 FAX (772) -1a4-1106 5EBA5TIAN FLORIDA ©2003, MA5TELLER 4 MOLER, INC. STEPHEN E. MOLER/ P.E. FL# 33 t cfJ DWS No 0258 I Ylli. iue I — 00 J GRAPHIC SCALE 30 eo so 240 = .••�- �,. 00000 (IN FEET) : >rl�� I I �0 I I inch 30 ft / .I � _ ��, • � ;.;,:;.;::•'.: :.' . < = _ �I• LAKE C �'- --- II a • / ,Ilam ¢ i (20 AC.&) I } ( 5' IR \ L . �� �• �..._...._...—... .. —... .. ANN& am— all 24' I so•r r _ •�-• ,�.-• - 1 — I -� LAKE D•�•- 10 — j r �s Acf, .�• to 5' R .�- '� MIN. REQUIREMENT IS 15' PLUS 1' FOR ' EVERY 2' IN BUILDING HEIGHT ABOVE 25. I3 I I ,.�•, TYPE 11 BUILDING •/' F/RST FLOOR: S F. / 10,323 ./ ,�,�p� I Q Q TOTAL: 20,646 S.F. I I (12 UNITS) -00' 0' aa• ao' Llo.---- O _ L___ R" � .J I 3 3 CONC. DUMPSTER PAD W/ 6' ENCLOSURE / Z� o I � ClA'llr�l n h m 5' WIDE SIDEWALK v I a`, �, n � ' R R\S��G� 30� 45' 17 5' -�, 5 R $ �36'----TYPE l BUILDING 5' WIDE s�DEWALx I / z �- FIRST FLOOR: 9 027 S.F ••''-- Q CONC. DUMPSTER PAD / - .i•" I I t TOTAL: 18,054 S.F. W/ 6' ENCLOSURE i (16 UNITS)/ ,.•i' •-' ° n- •-'- oo pI 3 o y q2' 9 0 I`L' �- o I • N i W �# / �• LAKE E I TYPE II BUILDING 3' _ 2a (.24 Acf, (� I FIRST FLOOR: 10, 323 S F. _ TOTAL: 20,646 S. F, • I (12 UNITS) , 00 00 54'00 o I \ / a �..----•--.._.._..—..._... _..---------- .------ ---� — op ()025' REAR YARD SETBACK* -- 36' / -P ....� V i' • soo 02 32 w � 781.18 M MASTELLER & MOLER :; c�oa��d�oa� ca�aacc�a� CERTIFICATE OF AUTHORIZATION #4204 NO. DATE DE5GRIPTION OR/APP 2205 14th AVENUE, ZERO BEACH, FLORIDA 32g6O REV 151ON5 (`172) 567-5300 / FAX (772) 7q4-1106 5EBA5TIAN SITE PLAN °C" for P9NO@&a D@IP@ 0258 -BASE -Tttle to all documents which bear the copyright ASK of Mosteller t Moier, Mc. Is vested solely in VRAM Mostafler t Molar, Inc. These doomients ore provided to the owner solely in correction with DESIGNED SEM this protect. Any other use or rinse of these - doumients or any reproduction display sate, or GkEGKED �jE(✓( other disposition of these docwwnts by anyone is expressly, prohbited without consent of II/03 Mostefler t Hofer, Inc. pursuant to the Federal DATE Copyright Low.- F 02/20,04 56A E A5 NOTED slur •1 of 3O FLORIDA ©2003, MASTELLER 4MOLER, INC. 5TEP � EN E. MOI ER, P.E. F( # 331c(3 ow, mo 0258 J NORTH GRAPHIC SCALE NO. DATE not I I Alt I STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE PELICAN ISLES WILL BE PROVIDED WITH A STORMWATER MANAGEMENT SYSTEM MEETING ALL APPLICABLE CRITERIA WTHIN 774ECITY OF SEBAS77AN LAND DEVELOPMENT CODE; CHAPTER 00. "STORMWATER AND FLOOD PROTEC770N" ORDINANCE. 2. 774E PELICAN ISLES STORMWA7ER MANAGEMENT SYSTEM WLL ALSO MEET THE APPLICABLE RULES AND REGULA77ONS OF THE ST JOHNS RIVER WA7ER MANAGEMENT DISTRICT J. THE PELICAN ISLESSTORYWA TER MANAGEMENT SYSTEM WILL PROVIDE 7REATMENT AND A T7ENUATFON OF STORM RUNOFF THROUGH THE USE OF WET DETEN77ON SY57EWS. ill ( IN FEET ) I inch = 60 it. N89"43'10"E BEARING BASE 1342.97' IN89&48'47"E /00 W 2 Y 46.911 + — ? I r�`— \ —'� "' '._ .�i�SMCK UNE za, 'v "v —\v . ...................................... . . . . . . . . . . . . . . . . . . . . . . %1/ 41 14/ 14, 14� qool NV %4, q/ vi 14, q/ 4, q, %411 Dn q/ q/ 14/ .Vq/ q/ %4/ %41 %41 TYPE I Ll + \41 q/ %41 \4/ %4/ N4� %4e NV %4/ I I I I 1 I I "In& &I -- -- —� d q/ %4/ NI/ 41 %4/ NV \4/ d0 00 Ilk \I/ %4/ 14,J/ 14/ %V%41 \11, + I! i ` I �. p i TYPE lr WETLAND 2tIT q T' 7.64ACRE.L) 23. 'V 23.5 CD -;-E - \1/ 90 L� " I > •y r \41 q/ \V %4o' \V Sk q/ 4eI I I I I I I TAL S-� Ell \4/__. 0 "'RESP I n I I i I II i I I I I %P 14, \1/ %41 . ....... DCS -C- 23.6} (22.5; C . %4/ q, \41 \1/ {22.5 F 23.5 P ;e F %41 %k \4/ \V LL' CLUB q/ 'k \k 14/ "j, d HOUSE, 105 %4, '4"-1 LAKE C C 41 41 '�4e 41 A' n c� 1215)-2'TYPE 1! N VI N SNINUFFLE -Ypr %41 11 MAC COURT 14/ I #, i , �, �, \1/ Azi %4/ %P ME N IN I . ( � � ( I LAYGROUND s•sacrNCK , , ,.. , I 0 �o I+} l 'a_ N TYW ft _ 4 _ �fT I L -J IIIUIIIII1116- H UIIIIIIIIU1IIIi IIII Lo 21- 0 TYPE /V II I I �___-F-L, IISv En I I i I I I iali-LIIIII�� n i I i i i i i IIIA "Hi nLI'L Ill I IIIIII 1111 f IIIr NN 4� 23.55 22.5CBEC 1 ti 40 21. + 20.5 7 Z A I o I I I oI I " `° I^ I I I I I I I I I ryry TWE I TWE TYPE 1/1 TWE r (o.l %~ J l o: I, I ��. ................ t23.5) 22.0 IIS (21.51 z 23.5) LAKE A f2 23.51 (22.f) (22.5,* �ts I F I I - 22,!'1 Lu �22..j (22.5) (23.5� �22.5; �23.5; �22- 23.5� fl, j23 -V? 1 ti - 11 3 S89*43'1 0"W N00'00'07"E (234r02 1053.0 S88#4829"W 18 3.80' 44— 291.t3' so0*07'4119E 43.51 1 21 S89.*03'22" W-1 19.70 WETLAND "B" 0.19 ACRES 0�5�-13A� _- a A *Title to off do&uments whfah be 1: PRAM AEK of Mosteller 0 Moler, Im. �est';d Motsteller # Moler, Inc. The" dooments are MASTELLEmm & MOLER, INC. STORMWATER MANAGEMENT SYSTEM PLAN provided to the ower solely in cornectron withl D this =t. :;�otho= or re~ of these documents or r ton, d '0'&^ CHECKEP other disposition of these dor-L's='4"m nt (9@)m@urLu0m@� ri�MaMgrRM�R�� is expressly prohibited without consent DATE for Mo5teller 8 Moler, Inc. purwant to the Federal 11/03 m CERTIFICATE OF AUTHORIZATION #4204 copyright LOW.- DESCRIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32clbO 02/20/04 9 --ALE AS NOTED M2) 567-5300 FAX (772) -tq4-1106 Di !0 %If�T 6 OF * REV1510N!5 5MM5TIAN FLORIDA @2003, MASTELLER 4 MOLER, INC. 5TEPHEN E. MOLER, P.E. FL# 331C13 ow9tlo 0256 eo !i 23.5 DCS -A MODIFIED FDOT TYPE ►►D►► (SEE DETAIL, SHEET 24) - Z (23.0; (24.0) _.. _ EXISTING DITCH (24.0; (22.0) X23.0, {23.0) _ (22.0; 1-.0 BB.� (22,0) PO WERL I NE ROAD RIGHT- OF-- WA Y _ (24.0; SHEET 78 FOR CONSTRUCTION DETAILS _ (23.0; - -- 22.0_(SEE(� _ - (22.0; (22.0, � - � (23.0 - �(23.0) (23.0; (23.0, (24.0, - _.__-_---- ----- ------ ___/-------- -- ---------------------- I ------ - - - - - - - - - - - - - - - -----------_. -- - 17+00 18+00 ' - - 14+00 15+00 16+9_0,, - GRAPHIC SCALE _ 1 1 +00 � � 12+00 13+00 _ 1000 - - o ------------ --------1-- 25.36 _ ---I------=-I---- I - - 30 co X20 z,o--------1- -- ---- ^�-- _ ��_- -- --_ -- + _ I --------- ------ � .,.,.,., ,. ,..,.. �• � � 74 74 �R OZ v X133 1, _1/l 4� �- IN FEET«.5u / 5' WIDE SIDEWALK �� 5' WIDE SIDEWALK 1 inch = 30 ft. I 5' WIDE SIDEWALK - 24.62 _ �_ - - Zlill -- _� - -- _-, y�-- -- -- - 01.20 o d 1nI � HP V 0 O 0 41 Y 11 INLET #4 - FDOT TYPE NE" 25.45 50 I I - - - - - - - - - - - - - - - - - - - - - - - - = 2 4.1 - - - - - - - - GRATE 23. f-� I - _ 0.00 25.45 _ �- - 2 7 - (22.5) I - `t21.5) LET #5 FDOT TYPE "E - INLET #3 - FDOT TYPE "E" p GRATE = 23.50 .00 W/ ALT, B STRUCTURE BOTTOM I INV. 20.00 LAKE B I / / I "Fill" 3 GRATE - 23.50 ` n 1 ,� f INV=17.00 C 15" CAP 23.75 LAKE A W INLET 4 - FDOT TYPE -E" -' INV. 16.00 (30") CO 3T. 5 CAP j 6 0 Amrx 45 . , ® G25% j ` W (� Irq N I W/ ALT. B STRUCTURE BOTTOM L r „ O'J 150 �E� ` (10.5) 23.75 I I GRATE = 23.50 - DMH #1 - TYPE P `"" = 7 0 ( A I I a N N N F F 25.50 23.: ] 2 3.50 2 L 0 259; INY 1 .0 QO I I I I i- INV. = 16.00 (30) GRATE 2470(15'7 I ' I Q '-^) INV. _ ;16.00 (30") IW_ 16.00 INV=16.�' � 1 I �,r ..-.-_� _ J -E' N O I �• N I I V=17.00 �- INLET # 1 - FDOT TYPE E I � II I I - I ' � 18.5 n� � 20.0050 I I _� {20.5}--: - v, I I j I (21.5, c I 1 24.07 24.12 \ (22.5}, sc O 24.11 �_j N I " GQ - (23.5) 124.x4 g 9� �L 24.11 I I W I- 5' WI�S/DEWAI K ! • O`ie f 0 -4.3C ?3.93 24.3- ' 18 I I Spy I/ •pCg I / I G °'� �� + - 23.50 I / e �;F.F- 25.50 HP 23.78 HP 23.99 � � I CONST. 30" CAP t HP 1CONST. 30" CAP un- /"`� bV LF 0 0.0% 120 LF ® 0.0% 23.78 I Lc) 24.12 1 23.96 N 24.5 I I N I NU I 24.01 23.9f 1 24.01 � t4.1 I I I ( � 1 J 5' WIDE SIDEWALK \ Ln 5' WIDE SIDEWALK 50 ICh 24.1 1 24.59 • I I 24.16 I / � ® ] FL 2 .07 24. )7 � _ - / a ,o c.>J i j, J7 F ,16 24.6 ( N I III � � I � ,• I24.58 24.58 INLET #2 - FDOT TYPE -E- 2 D•8• _I 90 1 1 C ST. 15` 23.82 23.82 f I 1 I IMI,GRA= 20.00 0 ,I - i 23.88 IFF- 25.50 INET #6 - FDOT TYPE - I i u GRATE - 23.,10�1 INV. - 19. i9 N 25.20 25.10 , CONTRyI. H. EV 20.5 23.95 ® �,�, Ll 25.0 n . � INLET#8-FDOTTYPE"E" I �J SHUFFLE � o -- 4• 2' / n GRATE = 23.50 o M / V / , INV. 20.00 I Vr110A 1 4 I DCS -B �= t 1 SECTION A -A 10' 0 I a I � 2.1 MODIFIED FDOT TYPE "D" 3:1 1 -_..: �. I I 25.35 25.35 (SEE DETAIL, SHEET 24) s.5 C) I I F,F= 25.50 rw 0 i _]I-- ), 8• 3c W I I - !! WETLAND BUFFER LINE (TYP. (wr � 24.48 I Cn CL U8 HOUSE l F. F= 25.50Ln .moi NAL LINE �(P. 23 in 0.00 WETLAt� JURISDICT� ( ) �. ® i r7 CONtRi 1. ELEV. 20.5 0 24.74 - - - - - - - - - 4.• I I 2• HP 11 / I < \ I 24.74 24.42 . \ } 24.67 / 1 SECTION B -B 1 10• - - - 20x¢5' POOL I F- 3. I , 8 5 , 24.60 4 �, 965 S. F. I R I 1 24.42 � � .� „ _ 44� _ I 1 4.5• s• _ la q.5! _ I0' 5;..„ I I - - _ - - - - - - WETLAND A _ `s I TENNIS / � 7.6z ACRES 4 (- 1 6 1 24.3 24. �. COURT /_--- PAVNG 1 23.50 9! I / GC _ E - 23.00 T TYPE N C / I INV. = 20.00 �� � ?� I � x,35 d / � 710 21.0 I -- MATCHLINE - SEE SHEET 10 OF 30 sEcrioN c -c 0258 -BASE 'Title to oil documents which gear the copyright DRAhPI AEK of Mosteller E Molar, W. Is vested solely In = '?A'? ► 11 Mosteller t Molar, Inc. These documents are DESIGNED 5EM SPELL l ® I: �C. P A VI NG / GRADING PLAN A provided to the owner solely M correction with \ this project. Any other vse or reuse of these ;4 other disposition of these documents by anyone documents or any reproduction, display, sale, or �tIECKED 5� for is a essl ohiblted without consent of k r4 c�oa����aac� cac�oa�cQ� A5 Maste�ller E Mold• Inc. pursuant to the Federal DATE I O M SCALE NOTED CERTIFICATE OF AUTHORIZATION #4204 0 02/20/04 SHEET q of 30 NO. VATS VE5GRIPTION DR/APP 22055 14th AVENUE, VERO BEACH, FLORIDA 32� b0 {� /0\ � � � � � � G �f (772) 567-5300 FAX ('772 iq4-1106 FLORIDA ©2003, MASTELLER aE MOLER, INC. JT1�l��EI V E. MOLER, P.E. FL# 33 1 �3 DrI� No 0258 REV 1510 N 5 5EBA5TIAN t so NORTH �I jig'.' I j GRAPHIC SCALE 30 s0 120 ( IN FEET ) I inch = 30 ft. i 4 rV- � a= X22.0 22.0 �� SECTION D -D 36.5'V-- SECTION E -E a1 om""C401 25 5 24.5 24.8 i NO. DATE DE5GRIPTION REV15ION5 240 WETLAND 'A" 7\. 4 ACRES �I/ Wil/ DCS -C MODIFIED FDOT TYPE "D" (SEE DETAIL, SHEET 24) rw IW..=19.25 c L11 tion .=16.00 N I �/ "�� '� 5 �Z5 , • / (10.5 `NE ti / ��\a�PL �' 10,00' / • ' LAKE C ls// • ' / 1-00, / +,18.5) 1 �(1�` C. .. . . .. -(20.5 >•---- . . / �/ �/ J/ i LtJE P (22.5) {21.5) / (23.5) Tj F� F-1 Fo INLET #10 - FOOT TYPE "E" TENNIS I GRATE = 23.50 COURT I , - �l/ � = 20.00 rnFDOT INLET X11 - GRATE -23.50 INV. 20.00 10,i F.F= 25.50 ES. / GRATE _ N ! 20.75 INLET � 12 - FDOT TYPE "E" Iw ' 23.50 INV. 20.87 (19X30 ) goo I I --- W `\ 1-j Lf LF Z ..- 23.82 24.16 24.52 23.82 24.12 + 3.82 ` J 5' WIDE "SIDEWALK I I ,PLAYGROUND / \ 23.139 I 21.43 24.:6 21.29 21.19 4.7 24.:4 21.47 24.7 ® �� 21.00 Q 2-.76 24..2 _ - - .124.031 I - I I 24.0 jL HPHP 2 .81 HP 40 __.. 24.20 1 24.44 P 2 44 INLET S - FDOT E "E" GRATE =,.23.50 I [� y� INV. 20.00 f � � � 9� 9�!" �" .43 21.50 23.29 X 21.09 24.:7 21.50 23.' 10 / 24.47 .65 21.58 24.5 24.67 27 5' WIDE SIDEWALK 5' Wll�E S;DEW,aLK LJAL 24.76 23.98 24.52 23.82 24.70 _ 23.82 cc 23.50 24.1 4.60 AF --- F -L • �\ � l •' • I � I I / 3 2 IlNV 7.75 I 'VV;= 75 IAV. 2•l.,-5 C*\24.4 I `? ' M.E.S.F.F= 25.50 I ( F.F= 25.50 ' 1 F. F= 25.50 2 .42 �LINV. =19.25 I 'yh <0 Li (23.5) �y Z3 .5)(23.5) 22.5) {22.5` (21.5) eg- '(21.5) n } (' (22.5) (23.5j (22.5) (23.5) (22.5) (23.5j(23.5) � - �--,� 1053.06- -s89043'1 0 W o�8-BASE "title to all documents which beer the Wpyrlght DRAM AEK PLAN B pr MisledMost-eller to E Molex, y vested Solely i PAVING / GRADING 1r ,/ Hosteller ! Hofer, Inc. These documents are Imcm provided to the owner• solely In comeciion withTLER ®L' this prole -c. Any Other vse or reuse of these documents or any reproduction, display sate, or CHECKED �✓'�"� other disposition of these docowmtsby anyone ►/[ �� Ir�.n1 1n1 1n1 Int _ I1 -.1n1 �/��, r1�� Ir�� 1r�-1� is expressly prohibited without consent of DATE 11/05 I - for Mosteller t Motor; Inc. pursuant to the Federal Gopyrrght Law.' - "` CERTIFICATE OF AUTHORIZATION #4204 ;:k�:.:-a-scAl 1= A5 NOTED 02/20/04 DRIAPP 2205 14th AVENUE, VERO BEACH, FLORIDA 32860 0 SHEET 10 of 30 c 2003 MASTELLER � MOLER, INC. (772) 567-5300 /FAX (721 7q4-1106 5E8A5TIAN FLORIDA STPHN E. MOL., P.E.1=L# 331C13 DWG NO 0258, 60 NO. DATE 1 _ z / I DCS -D I i EMODIFIED FDO TYPE POD" - OF 30 / (SEE .D SHEET 24) CET 10 � , SES '• INV=19.25 SE • MATCH IN.wva I 24.26 24,2 GRAPHIC SCALE 23.96 24.1 24.11 INLET #15 --FB.IT OT -E "E" LAKE C 30 60 120 240 ��� INV. 16.00 �� ALT, B STRUCTURE BOTTOM-- '!'i r - } / G 23.50 30'7 ( IN FEET) \ I MES Q L 0" 1 inch = 30 ft. INV -16.00 +. `(22.5) 121.5) 23.8 u \ / I 1 '.IiO (23.5, ry / �` " I CO rywc+ / 23.93 23. C �, -16,00 / Y r INLET q141DOT TYPE "r" ^ F Q N o N � Z I 50 l '� o Z LAKE D cy2► C; I INV. = 19,70 (15") _, O Z,ti '0") INV, = 19,45 (18") (424.00 24.00 N ` / '(, INLET #13 - FDOT TYPE "E" ( O ®o o ` GRATE - 23.50 ^ / IINV, = 20.00 (15") J aoY:� o / 1�.1Q•1 Q� I FT= 25.50 d / / V�\\ 7 23.8 235 Ilk24.04 Ll CSO V I��� 3.82 I .� V`►� I I zo 5' WIDE SIDEWALK I2-.25 -.12 2-.19 ( F23.)8_1-/` ( p MMH # 23.90 E "� l • CAP _ NV, 16. (30") L 3 24.04 ha HP CONST. 15" CAP CONST- �50.18q. 24.31 NV, _ 32 (18") �°y [U Lr a U.�5% 72 -23.96 19.25 J 23.95 23.5 \ _j 24.41 N � N � � 2•+.51 2-.30 � .14 2+.21 24. INL #15 - FDOT TYPE "E" N i ®'o J 1 5 WIDE SIDEWALK o W/ALT. B STRUCTE BOTTOM /- / f Z _ 24.37 23.82 24.28 23.82 / GRATE = 23,50 \ I F•F-25.50 J - ---T- _- 24.03 o J INV. 16.00 (30') -- til o --� / i I 23.82 o J N o o J w w W \ ;: FT= 25.50 0 N N iLn `�. ` O�� A ° 23.5} (%� ( (22.5) (21.5L -j- 00 24.21 \/ 23 94 ! 24.26 (21.5) , .;ETe2�3.5) 24.26 oo ,22.5, (23.5) ` {22• � {23.5} ' � {23.5, X23.5) N__ - -- -- -- -- -- -- -- -- -- -- Q0 • S0000232W r- 4.5 51 4'ON so INI 0E5GRIPTION REV151ON5 SECTION F -F S3 _ 5 M' STELLER & MOLER, INC CERTIFICATE OF AUTHORIZATION #4204 DR/APP 2205 14th AVENUE, VERO 5EAGH, FLORIDA 32860 (772) 567-5300 / FAX (�T l2) 7cl4-1106 5E5A5TIAN 2V SUPPER (OO NOT DISTURB) WETLAPD3 INV=16.00 J W LAKE E C;,� IW- 16.00 0 NST. 8.5` (23.5) (22.5) .00"• 16• SLT FENCE SECTION G -G PAVING / GRADING PLAN "C• for p�do@Qa U � I � QI-I 3' DMH #3 - TYPE "P" RIM = 21,50 INV, - 16.00 (30") s = a� W - 8• - _ -0 30�! -V DCS -E MODIFIED FDOT TYPE "D" (SEE DETAIL, SHEET 24) ozs8-aASF 'Title to all documents which bear the copyright VRAM AEK of Masteller 4 Molar, lnc. Is vested Solely In Mosteilar S Molar, Inc. These docixnents are provided to the owner solely in connection with DE51GNEv SEM this project. Any other use or reu_,e of these docmwAts or any reproduction, display, sale, or CHEGKEp other disposition of these docjment5 by anyone is expressly prohibited without consent of MATE II/03 Masteiler I Molar, Inc. pursuant to the Federoi Copyright Low. -SCALE A5 NOTED �... �- 02/20/04 SHEET II of 3O FLORIDA ©2003, MA5TELLER If MOLER, INC. 5•T-EPj, EN E. MOLER, ER, F.E. FL# 331 c7 3 OW -7 fro 1 O25S NO. s0 Z X W NORTH GRAPHIC SCALE 30 so 120 240 ( IN FEET ) I inch a 60 ft. , I I te.—. .,� _ _ .. \.. \ \ m SIT• ��i �V'�' W��--�• "!� W \���T W T �rAli �_ 71 89'48 N89'43'10"E BEARING BASE 1342.97' y 46.9 1 '\ �W SEBACK UNE 0 ACLINE SETS IT �V V V 1L -- — --- 1 NIVT Nil 141,\-1L \1/ .� .� .� .V � •r. .c. � .� .� .V .V .� �. .V .� .� .� �. .� w � .� .V w ,V .V I TYPE l ` •v qV .v .V �V .V .v \V .v 'IV I/ v. .v NJ/ 14/•i. 1J/ 14/.v LAKE E I E.3 \ + — �V I , sMH-1 W&LAND LINE I � I I I I 1 I III ��; � � � �, w w. �, �, •� � .V � � � � � � � ` � 00 I I ; I '�00 J I\ TYPE it ' LAKE D l 00 9 l r � l� WETLAND "A" L ... —... 7.64 ACRES' SMH_8 \ �� I I LAKES i � � � � 1 I1111UIIIIIL\ I ,. �` �, ■ W�TLANDy BUFFER LINA a L 1 1 L1 1 I ( 1 � I I I -►h -------- � J 20'x45' P L / �j 965 S.F 1V \L �V lie 1L 1L NLLL i ,/ CLUB IY w �V qV %L /'' I HOUSE I - I 1 •�- - -" �-----+� peso si � � � � � � � � � �� ,/-I I —`� ( �, /•• LAKE C I I TYPE 11 I / I -0 — �V :� TYPE SHUFFLE BOARD COURT .y �V \V \L TENNIS �— t I Q I I I I CONSTR. 1 f PUMPING O II � h I I I TYPE N r _ H -f �—SMH-6►fj I I I , I O PLAYGROUND J I I 04 ; TYPE//III UIIIlIIII&IF-11"AI�IJJI 1 1VIIIIU111111, +1+ ^I _ I .� I V) TYPE IV r i r^ I ill 11 in III 1� �l 11SMH_7,� L -7 K 11111"'&711111H + (D (D SMH-3 O I I I �. '••� • TYPE / TYPE I n I 111 I I i SMH-4 TYPE 111 TYPE l I i II I •�., I i LAKED---------------------------- -----------------� I o S89'43'10"W WETLAND »B» 1053.06' N00'00'07E _ _ _ _ S88'48'29"W I - S89'03'22"W 291.E r3' S00'07'41 "E 0.19 ACRES 3.80 43.51' I1 1 19.70 � r m m 1 . STELLERIAC. UTILITIES PLAN 11111 m�oa����oa� tac�oarcQ� f o r CERTIFICATE OF AUTHORIZATION #4204 DATE 0E5CRrPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32c160 n L� n a @ n n REV151O 5 (772) 567-5500 /FAX (772) 794-1106 5EBA5TIAN Lf " FLORIDA UTILITIES NOTES• 1. ALL PVC PIPE 4" OR GREATER FOR WATER MAINS SHALL BE THICKNESS CLASS DR -18 MEETING AWWA C900 AND SHALL BE BLUE OR APPROVED £QUAL. 2. ALL PVC PIPE 3" OR SMALLER FOR WATER MAINS SHALL BE THICKNESS CLASS SDR -21 MEETING ASTM D2241 AND SHALL BE BLUE OR APPROVED EQUAL. 3, ALL FIRE MAIN PIPING BETWEEN DOUBLE DETECTOR CHECK VALVE AND BUILDING SHOWN FOR HORIZONTAL LOCATION ONLY FOR PURPOSES OF OBTAINING A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT FIR£ MAIN AND U47ER14LS DOWNSTREAM OF DOUBLE DETECTOR CHECK VALVE TO BE DESIGNED BY A LICENSED FIRE MAIN DESIGN/CONSTRUCTION FIRM. 4, ALL DIP FOR WATER MAINS SHALL BE PRESSURE CLASS 350 MEETING AWWA STANDARDS. C 150/ A 21.51-91 OR LATEST REVISION. 5. ALL PVC PIPE FOR GRAVI7Y SEWER MAINS SHALL BE SDR -35 MEETING ASTM C-76 AND SHALL BE GREEN OR APPROVED EQUAL. 6. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR 70 EXCAVATION. 7, ALL GENERAL CONSTRUCTION, MATERIAL TE577NO AND METHODS OF INSTALLA77ON SHALL BE SUBJECT TO THE APPROVAL OF THE U77LMES DEPARTMENT OF INDIAN RIVER COUNTY. 8. INSPECTION OR FAILURE TO INSPECT ANY M47ER/ALS OR WORKMANSHIP BY THE COUNTY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLKr46LE PLANS, SPECIF7CA77ONS AND LAWS 9. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDI47FLY. 10. CONTR4CTOR SHALL COORDINATE ALL WORK W17H U77LITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING U771 -MES AND 774E ADJUSTMENT AND/OR RELOCA71ON OF SAME lF REQUIRED. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE F.D.E.P. WATER PERMITS AND PERFORM SAMPUNG & TE577NG /N CONFORMANCE W17H THE PERMIT CONDITIONS 12. CONIRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED R04D CROSSING PERMITS. 13 CONTRACTOR IS ADVISED 70 FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 14. WATER MAIN SHALL BE INSTALLED WITH 36" MINIMUM COVER AND SHALL BE CONSTRUCTED SO AS TO AVOID EXIS77NO AND KNOWN FUTURE UTILITY LOC471ONS 15, ADJUSTMENT OF MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE AND NO CLAIM SHALL BE MADE AGAINST THE ENGINEER ANO/OR OWNER FOR THESE ADJUSTMENTS, IF REQUIRED. 16. W47ER ANN PIPES INSTALLED UNDER PAVEMENT SHALL BE D I P. WITH 36" MIN. COVER OR (42" MIN. COVER FOR P.V.C. PIPE) 17, BENDS OR FITTINGS SHALL BE INSTALLED ON WATER AND FORCE AWNS AS NECESSARY TO AVOID CONFLICT WITH PROPOSED OR EX IS77NG STRUCTURES OR /N OTHER AREAS NECESSARY AT NO ADDITIONAL COST TO OWNER 18, ALL CONSTRUCTION SHALL COMPLY WITH 771E STANDARDS AND SPECIFIC471ONS OF INDUW RIVER COUNTY UTILITIES DEPARTMENT. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE OWNER, ENGINEER AND IRCUD FOR ALL SEWER AND WATER APPURTENANCES PRIOR TO FABRICATION. 19, THE CONTRACTOR SHALL N077FY THE OWNER, ENGINEER (567-5300) AND UTILITIES DEPARTMENT (567-8000) A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRLIC770N. 20. ALL PRESSURE AND BACTERIOLOGICAL 7ES17MG FOR WATER MAINS, TV11NnL7R4T1ON,1EXF1L7R471ON TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER, ENGINEER AND INDIAN RIVER COUNTY. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS 21. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES AS—CO1VS7RUC7ED INFORMATION SHOWING 771E CONSTRUCTED LOC477ON OF ALL MAINS, FITTINGS, VALVES, LATERALS (AT THE MAIN AND TERMINAL POINT), MANHOLES AND OTHER W47ER AND SEWER APPURTENANCES 7HE FORMAT SHALL BE APPROVED BY THE OWNER PRIOR TO SUBMISSION. 22, WATER AWNS SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2,5 FPS PRIOR TO PRESSURE TES77NG AND DISINFECTION 23, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEV1477ON. 24. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXIS77NO STRUCTURES AND UTILITIES. ANY a4MAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE, 25. LATERALS AND CLEANOUTS SHALL BE INSTALLED AS REQUIRED BY APPLICABLE PLUMBING CODES 16. 7HE CONTRACTOR SHALL OBTAIN A CURRENT COPY OF INDIAN RIVER COUNTY UTIU77ES DEPARTMENT'S CONSTRUC7701V SPECIFIC477ONS FOR WATER DISTRIBUTION AND SEWAGE COLLEC7701V FACILITIES PRIOR TO BIDDING 7HE U77UTY WORK. IN THE EVENT THAT THERE' IS A DISCREPANCY BETWEEN THE COUNTYS SPECIFICATIONS AND THE ENGINEERS SPECIFICATIONS, THE COUNTY'S SPECIFICATIONS SHALL SUPERSEDE. 27, TRACE HIRE SHALL BE INSTALLED OVER ALL WATER MAINS 114 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE AFFIXED TO THE TOP OF PIPE. SEE" TRACE WIRE DETAIL FOR SPECIFICATIONS. 28. 771E OWNER WILL PROVIDE THE CONTRACTOR WITH A BASELINE AND A BENCHMARK FOR THE CONTRACTOR'S USE IN CONSTRUCTING THE SANITARY SEWER AND POTABLE WATER SYSTEM. THE CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY ADDITIONAL SURVEY WORK SUCH AS GRADE STAKES, OFFSET STAKES AND CUT SHEETS. 29. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS REQUESTED BY THE OWNER FOR 7HIS PROJECT, 30. USE POTABLE WATER FOR PRESSURE TESTS, 31, ALL POTABLE W47ER AWNS SHALL BE CONSTRUCTED OF P.VC. PIPE UNLESS X07ED OTHERWLSE. 32. THE OWNER WILL PROVIDE THE SELECTED CONTRAC70R WITH COPIES OF ALL U77U77ES PERMITS RECEIVED FOR THE PROJECT, WHICH SHALL BE LIMITED TO INDIAN RIVER COUNTY UTILITIES PERMIT, FDEP WATER PERMIT, AND FDEP WAMNATER PERMIT. J3, THE CONTRACTOR SHALL DISINFECT THE NEW WATER SYSTEM /N CONFORMANCE WITH AWWA-C651 SPECIFICATIONS. ADEQUATE SAMPLING TAPS SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT THE SYSTEM, AT LOC477ONS REMOTE FROM POINT OF DISINFECTION, CHLORINE SOLU77ON SHALL BE PUMPED INTO THE WATER SYSTEM TO PROVIDE A MINIMUM RESIDUAL OF 50 MGL AFTER A (24) HOUR RETENTION PERIOD, THE CONTRACTOR SHALL HAVE WATER SAMPLES TESTED AT HIS EXPENSE; WHICH SAMPLES SHALL BE PROVIDED TO THE ENGINEER 70 ASSURE OBTAINMENT OF REQUIRED CHLORINE RESIDUALS FOLLOWING SATISFACTORY CHLORIMT10N, THE SYSTEM SHALL BE FLUSHED TO ACHIEVE NORMAL CHLORINE RESIDUALS SACTE°RIOLOGICAL SAMPLES SHALL BETAKEN ONTWO OLIN? DAM AT THE CONTRACTOR'S EXPENSE, AND RESULTS SHALL BE PROVIDED TO TWE ENG/NEER. FOLLOWING (2) SUCCESSFUL DISINFECTIONS, IF THE SYSTEM PRESSURE DROPS, THE WATER SYSTEM SHALL BE SUBJECT TO RE -TESTING TESTING LOC477ONS SHALL BE PER FDEP PERMIT REQUIREMENTS 34. WATER SYSTEM PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN DURA77ON OR AS ACCEPTABLE TO INDIAN RIVER COUNTY U7ILMES, AT AN AVERAGE PRESSURE OF 150 PSI. ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C600 FOR DIP AND AWWA COOS FOR PVC. L - NDP' f 2 WHERE:L - Lf.AK40E ALLOWABLE (GPH) 7 N - NUMBER OF JOINTS D - NOMINAL DIAMETER (INCHES) P - AVERAGE PRESSURE (PSI) PRESSURE 7ES77NO FOR PVC PIPE SHALL BE BASED ON AWWA STANDARD C605. 35. GRAVITY SEWER AND MANHOLE'S SHALL BE CLEANED OF ALL DEBRIS, GRIT AND OTHER MATERIALS FOLLOWING COMPLE77ON OF THE SYSTEM THE SYSTEM SHALL BE 1ES'7ED BY THE CONTRACTOR, AT HIS 5PENSE, IN THE PRESENCE OF THE�ONSIL14Y/INCH DIAMEMF IMIL& GIN�N TES NG FOROR K, tL GRAVITY NSEWERS SHALL ALSO . SHALL NOT D BE REQUIRED. J6, THE BACKFILL OVER ANY W4 MAIN, AND SANITARY SEWER THAT IS 70 BE INSTALLED UNDER PAVING, IS TO BE COMPACTED /N 12" LlF7S MAXIMUM TO A MIN/MUM OF 95X MAXIMUM DENSITY WITH A MECHANICAL TAMPER OR 07HER MEANS ACCEPTABLE TO 7HE OWNER AND/OR EMINEER THE CONMC70R SHALL PROVIDE THE OWNER WITH COMPAC77ON TEST RESULTS AT 400' INTERVALS AT HIS EXPENSE 84SED ON AASHTO T-180 SPECIFICA77ONS O?S8-6A5E .Title to oil documents which bear the copyright CRAt„Q,I AEK of Mosteller t Molar, Inc. Is vested solely ki Mosteller 6 Molar, Inc. These documents are provided to the owner solely in connection with CC516NEP sem this project. Any other use or reuse of these documents or any reproduction, disploy, safe, or -' CHECKED �JEP'f other disposition of these dourtnents by anyone 15 expressly prohibited without consent of Mosteller t Mar, Irv– pursuant to the Federol VATS II/03 copyright Law.- 02/20/04 SCALE A5 NOTED A SHEEr 12 OF 30 ©2003, MA5TELLER $ MOLER, INC. 5TEPHE ! E. MOL ECD' F.E. FL# 331c13 VW5 No 0258 e GRAPHIC SCALE EXISTING DITCH POWERLINE ROAD RIGHT-OF-WAY 30 ac - -------------------_ r-.-------- �----------------------------�'� 10_00--- -- — --- 11+00 — j--_—_------ 12+00 ------------- 13+00 14+00 15+00 _ 16+001. I 17+00 / — 18+00 ao oo\ ao ao tzo 240 /-12" x 8" TEE Ll a� :.i�is;;r4.�lti:ur �riV.'m°�tEi��iwitiiN��� �'.Y�° /'UL Ur- 5' I IN FEET I WIDE S/DEWALK ME SIDEWALK \ _ 5' WIDE SIDEWALK '1 — NO. DATE 1 inch - 30 ft N 0 0 00 T41 "' W i \-- 8 0 GATE VALVE W/ - 801 .2 0-3 u� _ — - — ._ 12" x 8" TEE — _ of --' I/Olki VALVE BOX & PAD -8`0 GATEVALVEW/ - ------------ - - - - -- - J VALVE BOX &PAD �. --CACI Ll E --------------- — — -- --- }�+� -----' CONSTR. 2" WATER SERVICE W/ R.P.Z. BACKFLOW PREVENTER AND WATER METER W BOX f 8" x 6" TEE I /..._...------.._...—...___...—... ...—... FIRE HYDRAKT / / • \ F—L 6" 0 GATE VALVE W/ --i r �' •/ ' \ VAI VF ROX & PAD / �!00 OO I i LAKE B n I LAKE A I SMH-2 SMH-1 RIM= 23.87 RIM= 24.3 C� I I ! N INV.= 1&90 S 1W.= FIRE ORA LJ L.. I (� (j 2fJ.0/ NT N I � P� L.J J '•{.� INV. = 18.85 ,.•• � 6" 0 GATE.4ALVE W/--1 CLEANOUT (TYP) - N ^� i VALVE 80f & PAD CLEANOUT 5 WIDE SIDEWALK o TYP SMH-3 I I RIM= 23.96/ C6 J '� I (N) INV. - ,f7.73 I (E) INV.17.63ATA I w / " Pvr— 273 LF 8 "0 PVC 0 0.4%F/R HYDRANT 6 O.GATE VALVE W/ VALV BOX & PAD i w (v ,� " " i 8 0 TE 1/ALt�' W, W � I I 8 x 6 EC ENTRIC 8 x TES 8" O GATE VA Y VALVE OX & AD _ REDUCER 8 SHING - 5 WIDE SIDEWALK VALVE BOX & ADW • I r; - 5' WIDE SIDEWALK Iv -- � 8" 0 PVC WM I " _ - �� R � " � - ,8 x 6 N 8"0 V Mr V 8 0 GATE VALVE CLEANOUT (TYP) —� 8 O PVC WM I ( TEE 1 VALVE r30X & PA / 0 VALVE BOX & PAD I A rI ` - o0 8" x 6" TEE " E 8" x 8" MJ. C.I. 90• F -L BEND / 8 0 GATE VALVE W i VALVE BOX & PAD / W/ REMAINED JOINTS, I ! � � — 8" O GATE VALVE W/ / 2 VALVE BOX & PAD/ 8" x 8" MJ. C.I. 0` END 8" O GATE VALVE W/ — — R..Z.T BA2„ WOW P SERVICE W/ / I 1 J REVENTE AND `_�•; W/ RESTRAINED I S — \, VA�� A PAD WATER M ER W/ BOX Icn EI SHUFFLE Li BOARD a 0 J ' y? --- --- FIRE YD N CONSTR. 2-W ATER SERVICE W/ ...� 0 ( PV '5'-WLH CLEANOUTTYP R.P.Z. BACKFLOW PREVENTER AND ( )cx. (D '0-00) 9 WATER METER W BOX W6LAND UFFER LIN IZ I o C �� UT 0 Fr -1 I - - — - CLUB HOUSE F 1/01 l� / CONSTR. 2 WATER SERVICE W/ R.P.Z BACKFLOW / PREVENTER AND WATER METER W/ BOX 20'x45' POOL / FIRE ,� 965 S F. I H NT / I �TENNIS ------------ WETLAND 'A u I � COURT � � � � � 7.64 ACRES I MH -4 RIM= 2J 99 1 �VETLAN D LIk4 I (E) INV.= 16.49 MATCHLINE — SEE SHEET 14 OF 30 MASTELLER &®L INC. CERTIFICATE OF AUTHORIZATION #4204 DE5CRIPTION DR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32860 REV1 cJ. SON (772) 56-1-5300 / FAX (772) '1a4-1106 UTILITIES PLAN "A• for sE�=.,AN PFUA@z%[K\"j "Title to all documents which bear the copyrlght Of Mosteller E Molar, Inc. is vested solely In DRAM AEK Mosteller t Moler, Inc. These documents are _I"I Provided to the owner Solely in comectlon with DESIGNED thrs protect. Any other use or reuse of these documents or any reprodvctlon display sale, or CHECKED se dou other dlspositlon of thetl- by -r- Is Is expressly prohibited without consent of Mae11/03 teMear t Moler, Inc. pursuont to the Federol DATE copil-►ght LON." 02/20/04 sc-ALE A5 NOTEO Sr�ET 13 � 30 FLORIDA ©2003, MASTELLER d MOLER, INC. 5TEPHEN E. MOL ER' p" � # 331 g3 DMIm NO 02W ►J I� 1 '�i .�i�1 L 1— 60 NO. DATE NORTH GRAPHIC SCALE DE5GRIPTION REV151ON5 J � i l 240 WETLAND 7\§4 ACRES 1 y / Z \ WET ND LINE m I� m 01 W ND BUFFE�LINE J/ m to"\ o w WWW WWW WWW / W / �.• LAKE C 100001LAKE i 1 F1 FL TENNIS ,� ' COURT ' =,; I 1 ! 1 CONSTR. 2» WATER SERVICE W/ R.P.Z. BACKFLOW PREVENTER SMH-5 AND WATER METER W/ BOX RIM= 2\J,00I � CONSTR. 1 WATER SERVICE Z (W) INV.= 16.03 W/ R.P.Z. BACKFLOW PREVENTER 1 -.e \ (E) INV.= 15.93 / AND WATER METER W BOX W - NSTR. SEWAGE / SMH-6 •oma \ / DROP MH 1 PUMPING STATION RIM= RIM=24.07 -- (W) INV.= 14.88 � � I � . 8 W(W) INV,= 13.53 �jLJ(E) INV. = 13.48(E) INV. = 12.41 `"'-` LJ, -W i (N) INV.= 12.31 _JW V YGROII Q / CLEANOUT (TYP) h / I 5' WIDE SIDEWALK )Nl! 1 .� 00 114 -P -- 2 ; &Lf " I f - 8 D.I.P.COASTR, 2 WA77 SERWCE 0 0.0089' W/ R.P.Z. BACKFLOW PREVENTER 264 tF 810-P" -0 49' - - - - - - 2W -L-F-8-"0-PY"-0.49' - � ANL}- WATER-METER-Wl BaY - F'kE HYDRANT 6" 0 GATE VALVE W/ » /� F/RE HYDRANT / VAL VE BOX & PAD 6 0 GTE VA E W/ FIRE HYDRANT VAI VE BOX & LAD WI 0 &4TE VALAE W/ » 1 6 0^ T » VAL VE OX &PAD ` 8 x S T�'E !/ILVE BOAPA / PV v, 5-' WIDE SIDEWALK 7 f � � 5 --WIDE SIDEWALK � FIRE HYDRANT P`�� _ � '� � I &:�- � � - 8" x 6" Q- 8`0 GATEVALVEW -= � " " VALVE BOX & PAD / �-- 8 0 PVC WM 8" x 6" TEE �--- CLEANOUT (TYP) CLEANOUT (TYP) CLEANOUT (TYP) 7 CONSTR. 2" WATER SERVICE — SMH-4 W/ R.P,Z. BACKFLOW PREVENTER RIM 23.99 AND WATER METER W/ BOX L, I J L� (W) INV.= 16.59 CONSTR. 2" WATER SERV/CE I.J (E) INV.= 16.49W/ R.P,Z. BACKFLOW PREVENTER WETLAND „6,► AND WATER METER W/ BOX 0.19 ACRES — ---- — — — -- — — — — — — — -- -- — — -- -- — — — — — — — — — — — �BA�l4 GAJ€' — -- — — — — — —— —'— — — -- — -- -- — �- — — — — — -- — -- — •___ �.. — — — S89"43'1 0"W 1053.06 0, -BASF • `Title to Off documents which bear the copyright INC. ,r �I' Masteller1es Moler, rkv— These do4 o is ore f AEK ■ gUTILITIES PLAN Bof 04. is vested In provided to the owner solely h Connection with DESIGNED 5L this pro)ect. Any other use or reuse of these documents or " reprodvet(dl, dl5p14 o Sale, or o other disposition of these doumients by an e Is expressly prohibited without consent t Molar, Inc. pursuant to the Federal DATE III03 CERTIFICATE OF AUTHORIZATION #4204 Mostoller copyright Law • DR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 52g60 � SCALE A5 NOTED (772) 567-5300 FAX (772) 7a4-1 106 � � � �-:...._ . 5 8A5TI,hN FLORIDA ©2003, MASTELLER d MOLER, INC. 02/20/04 sHmr 14 of 30 5TEPHEN E. 1" OLE , P.E. FL# 331153 owsNo 0255 GRAPHIC SCALE so 0 30 so 120 1 1 1 1 1 ( IN FEET ) I inch = 30 ft SRH -7 000000 �1 14 oF�„t E SHE �.• ,� �. mgCHLIN.�' o � 1 I .,••� LAKE C �1 �- \ 6" 0 GATE VALVE WW// \ VALVE BOX & PAD �..._..._... .. " Elff&C---j 1 REDUCER BUSH/NG �.. 8" x 8" MJ. C.k 90' BEND• �'•• •�- •/ W/ RESTRAINED JOINTS FIRE HYDRAh4T I -••�•• ,/•• F-- - .�•• WATER SERVICE -- LAKED CONSTR. 2" RIM= 2.3.94 � � �•• / W/ R.P.Z. BACKFLOW PREVENTER (W) INV = 14.27 AND WATER METER W/ BOX ' _ I • ,/'• / (N) INV.- 14.17700 7 7-7 Q I 3 _ CONS " •� W/ R.P..? SACKED EVENTER W I W AND WA ER METER W/ BOX oTYP �- •Q CLEANOUT / �> SMH-§ 5' WIDE SIDEWALK RIS 23.95 t I �(E) INV.= 15.52 , C i S INV.= 15.47 54�G 00 W Q�V FIRE HYDRANT 8 PVC ® 0.49,' `D 8 " 0 GATE VALVE. W . _ __.__.__._ _ IY CLEANOUT P) `0 �- ' VALVE BOX' & PAD � � � LANE �' —� R `O 8 8" x 3" E 8" GATE yALVE W/ 5 WIDE S DEWALk \ .: VAL lE BOX & PAD l Q 8" 0 L,�iTE VALVE W `O -"•••�. Q I I VALVE BOX &PAD / F �j !� I � / •-�,..�• CONSTR. 2" WA T6 SERVICE 0 I I ! I any I I W/ .P.Z. BACKFLOW PREVENTER 00 0I CLEANOUT (TYP) AN WAT�rLJ�[ METER W/ BX / /' C) L .. Q 8 x 8 MJ. C. 1. 90 BEND W / W/ RESTRAINED JOINTS o ILAKE E .. / SMH-k /. ' I RIM= 2,4.19 (W) INV.=. 16.00 / I I I 3 (E) INV.= 1 CAc FIRE HYDRANT 00 LJ 00 I -------- ----- ._.—�.�-------------- — ---4--- ----b �- SETBACK LINE 8" x 6" TEE W 00 8"0 GATE VALVE W/ N VALVE BOX & PAD / / 01 TEMPORARY BLOWOFF S0 ASSEMBLY —6- GATE VALVE W/ VALVE BOX & PAD I MASTELLER MOLER, UTILITIES PLAN "C'► c�oa��d�oac �a�oa��Q� for CERTIFICATE OF AUTHORIZATION #4204 NO, VATS oEscRlPrloN DR/APP 2205 14th AVENUE, YERO BEACH, FLORIDA 32860 REVl S IONS (772) 567-5300 /FAX (772) 7a4-1106 5EBA5TIAN 781.18' 0258 -RASP •Title to all documents whtch hear the copyrtght DRAM AEK of Mosteiler d Motor, Inc. Is vested solely In Mosteller i Motor, Inc. These documents are provided to the owner solely In correction with DESIGNED 5EY"I this project. Any other use or reuse of these documents or any reproduction, display, sale, or GNEGKED 5EM Other disposition of these document5 by anyone . Is expre551y prohibited wl0wvt consent of Mostelier it Moler, Inc. pursuant to the Federal DATE II/03 cop�rrgr,t L�,,.• SCALE A5 NOTED 02/20/04 �} 22 f 22 5HEET 15 OF 30 FLORIDA ©2003, MA5TELLER 4 MOLER, INC-. STERHEN E. MOLER, P.I . FL# 3✓ 1 c1J DWG No 0255 28 n � ��� r U5Tt 1.14 -1.59% --O.f-fid n_82� - 24 _ i --— f3 �8� L�- I 11� y_ SWMQ 20 f GSNSTR. 213 LP 3'o PVC, ® 0.4b i - 24'0 -CA 16 GUN5TR. 262 LF W0 PVGI 0 0.496 8"10 Nm 12 O + = N IlzQ Nz7 Pf11I_V `�N N ON!N 8+00 N ci) 10.00 + rn c .rN 0� d; Ind N� N (N Nry (D co t` cn DATUM ELEV 0+00 0 1+00 6 d- co O if K � � NO. DATE DE50RIPTION oN o REV1510N5 1+00 2+00 PUMP c" 2+00 � 3+00 10.00 rn \ to � (HORZ.) N t-- oo N 04 rn O p r u?N J) to u- z r �% t\ 00 N 1, r` 1!? O� o2s8-ease � N NN NN N NN NN NN NN (K)wiN N� N NN N NN NN N NN N N C', Nm documents or any reproduction, display, sole, or other disposition of these documents byanyen0 CHECKED is expressly prohibited without consent o. Mosteller d Hofer, Inc. pursuant to the Federal DATE 11/03 Copyright Law.' ...,, N 0+00 1+00 N sc. c- 2+00L; 3+00 a, 4+00 � 5+00 6+00 m 7+00 FLORIDA ©2003, MA5TELLER It MOLER, INC. 5TEf:'HE i E. MOL J 1 1� �T IV ER, P.E.FL# 331c13 N 1_t L f� tx, Ho 0258 M O Co uf) M _j ms z � n - -- -- -1 04 y 0.71 o r 12'x18" ER P ------------ 1 0�>NSTR. 261 LF i. "O PVG a O r 00Ln tI1 O + = N IlzQ Nz7 Pf11I_V `�N N ON!N 8+00 N ci) 10.00 + rn c .rN m 28 � r.• �t " n � + II E- tom I' � �; � n r'� �w tLmo #—I T< z z Nt11Lr-- tl F C „70% t'3 '-fir71_�— Q.62P'_ 24 `� ------ -O. Z4% _ _%--Q6 <16" P_ 12"xi8" ERGP � 12"x18" E;"GP 20 ! i 8"Q� YJM0 n . J ;1 15"(P GAP 8"(p WM 16 � _ vGNSTi?-X09--:L-F " a 0.4% &,o 164 LF & o PVG ® 0.4% 12 P1/G DAVM FWV 10.00 C4 LN tD � If' 11 cz Lq In (D c� � N N O O tf) J f� W, N Lid r) M K 00 MN N (�(� M �- N M r)M N N N (�(� r- T O CSN NN C` NN NN N NN N N N N� NN NCn Nm N Tri 04 NN N (YZ N N N N �y N N N N N N N N N 1-2+00 14 I-00 15+00 16+00O7 17+00 '� ,� 18+00 ,�, 19+OZ 20+00 21 +00 0..00 00 M co 0 M O M r N M + + + 06 + + cn Cl SANITARY SEWER PROFILE VIEW, ry I =40' (HORZ.) 0 u1 t_n I "=4' (SRT.) \0IN 'zu-� 28 24 20 16 12 n + = N IlzQ Nz7 Pf11I_V t'n c.IN DATUM ELEV N ci) 10.00 0.4% I I !f rn c .rN 0� d; Ind N� N (N Nry (D co t` cn 0+00 0 1+00 6 d- co O if K � � NO. DATE DE50RIPTION oN o REV1510N5 1+00 d• -- II tl � — tl + = N IlzQ Nz7 Pf11I_V 0 c.IN C,UNST. 120 LF NNo�-- 6-12.12--NAMEMS MARSTELLER CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th AVENUE, VERO BEAGH, FLORIDA 32`460 (772) 567-5300 / FAX (7'72) 7`44-1106 SANITARY SEWER PROFILES for 5EaA=„aN p�aoc�Qa o�a�� N CONSTR. Ili LF 8'-p PVC 0.3q9c Ki m vi NN N NN NN c.IN C,UNST. 120 LF s a j ci) M M 0.4% I I !f rn c .rN 11+00 d; i 12+00 6.� O (D co t` cn + N 6 d- co O if K � � N d) 7 u- N oN o QN NN 1+00 2+00 PUMP c" 2+00 � 3+00 PO 00 0 (HORZ.) MARSTELLER CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th AVENUE, VERO BEAGH, FLORIDA 32`460 (772) 567-5300 / FAX (7'72) 7`44-1106 SANITARY SEWER PROFILES for 5EaA=„aN p�aoc�Qa o�a�� N CONSTR. Ili LF 8'-p PVC 0.3q9c Ki m vi NN N NN NN c.IN 10+00 NN ci) M M 24 20 -0.7_29, 12"x18"^ jRGPI r` }` GONSTR, 264 LF &"0 F✓G 0 0.4% � rn� N oN d- NN NN c.IN N NN ci) M N rn c .rN 11+00 d; 09 12+00 6.� O (D co t` cn + + 16 -_ W. (1^I) I} INV. (E) = 12.41 --_.�• 12 4 CONS i R. 24 LF 10 &'to DIP a 0.005% - -- - 8 1> n N DATUM ELEV ci) M N rn c .rN N d; c"" m m 1__1_+00 6.� O t` cn + 16 -_ W. (1^I) I} INV. (E) = 12.41 --_.�• 12 4 CONS i R. 24 LF 10 &'to DIP a 0.005% - -- - 8 DATUM ELEV 8.00 d; c"" m m N N 0+00 1+00 2+00 PUMP STATION - PROFILE VIEW 1 "= 40' (HORZ.) 1"=4' (VERT) o2s8-ease "Title to all documents which gear the copyright ,�� AEK of Mosteller d Moler, Inc. Is vested solely in Mosteller t Molar, Inc. These documents are provided to the owner solely in connection with - DESIGNED SEM this project. Any other use or reuse of these documents or any reproduction, display, sole, or other disposition of these documents byanyen0 CHECKED is expressly prohibited without consent o. Mosteller d Hofer, Inc. pursuant to the Federal DATE 11/03 Copyright Law.' ...,, sc. c- A5 NOTED 02/20/04 sw�Er 16 of 3O FLORIDA ©2003, MA5TELLER It MOLER, INC. 5TEf:'HE i E. MOL J 1 1� �T IV ER, P.E.FL# 331c13 1_t L f� tx, Ho 0258 . HATCH HINGED +1 SIDE b %0 (D.I.P.)'' INFLUENT PIPE 4' D.IP. VENT 2-3/4' x 90' BEND -- 3/4' WATER SERVICE LINE WITH NON FUSED DISCONNECT REDUCED PRESSURE BACKFLOW SWITCH (STAINLESS STEEL) PREVENTER AND WATER METER. SCH. 80 P.V.C. CABLE CONDUITS TO ELEC, METER (ALUMINUM) CONTROL PANEL (ENTIRE LENGTH) HOSE BIBB /-- R.T.U. - ALLOW 16' FOR EQUIPMENT FOR POWER & INSTRUMENTATION. / n I ( r +--1/4 CU. YD. CONC. I ' DEPTH 3'-0' EACH STAINLESS STEEL I SCHEDULE 40 2, 21 SUPPORT POST. 3-N0. 5 MIN. - MIN. LOCATION OF CONTROL PANEL TO BE I)r APPROVED BY I.R.C.D.U.S. 6'0 GATE VALVE - FLEX COUPLING (THROUGH WALL) HATCH HINGED SIDE WITH BOX DV .�' PV' 6' WYE ': _ . & _ _J J • li. U ILII'J L - / o 6'0 90• BEND V;F5LEX_COUPL'INGS'�6' PVC _711F.M. �.. '• 6' x 45' 6' CV • e BEND NO. 5, 6' O.C., EACH WAY EACH FACE. I HATCH HINGED SIDE j R' I SLOPE FILL GROUT TO EMERGENCY PUMP OUT 4' (OR 3' AS APPROPRIATE) CENTER OF PIT MALE 'KAMLOC' OR APPR'D EQUAL - 2' PVC DRAIN NOTES 90• BENDS ALL PIPING THROUGH WETWELL AND VALVE PIT SHALL BE DUCTILE IRON UNLESS APPROVED BY I. R. C. D. U. S. PLAN TYPICAL PUMPING STATIDN BILCO TYPE J -AL, SINGLE LEAF _ ELEC. CABLE HOLDER W/ S.S. ACCESS DOOR OR EQUAL WITH -� _ HARDWARE BILCO TYPE JO -AL, DOUBLE S.S. HARDWARE \ /�- LEAF ACCESS DOOR OR EQUAL W/SAFETY -- - - - - - CHAINS BOTH ENDS AND S.S. 4' D.I.P. VENT W/ 2 D.IP.- 4' x 90' BENDS - STAINLESS STEEL UPPER - - HARDWARE. FOR DOOR SWING WITH STAINLESS STEEL INSECT SCREEN READ. - \\\ GUIDE BRACKET W/ SS. OPEN (TRUE ORIENTATION) SEE BOLTS & ANCHORS - - PLAN 24.5 24.5 2 -NO. 5, T. & E. W/ _ GRADE ELEV, I GRADE ELEV. o I - NO. R AT 12' (TYP.) EL: 24.33 i EL.=24,33 a '� E 316 S.S. BRACKET& "' •` r: •• -• 4 : -• ' ASSOCIATED HARDWARE TO ; Q -► L' 4' (TYP) ; KWIK DISCICT 3' WP. ,' : t: -'KAt W COUPLER SUPPORT PUMP POWER CABLES WET 4' (BRONZE) j f WELL CAST -IN- P. }'. .- SET PRECAST TOP SLAB '4 PLACE 2'-0, _ 6 0 CONC. OPENING _ NO. 4, 12' DC VERT. :;. ON 1' NON -SHRINK, 3'-0' .' �+----8,��• 6• FLEX COUPLING 6' DIA. SPOOL7ECE 6' GATE VALVE WITH BOX NON-METALLIC GROUT. E� Uzi � g O G/ ' x 90' BEND jr .: 6' G.V.-•�6 P.V. 8. D C HOF Ait�7 S.S. LIFTING CABLES 10' \ ' � ' I _ _ .• (- LONGER THAN DEPTH OF : ti' "�. I - - j� v WET WELL `•.i S.S GUIDE BARS 'P' ..• SLOPE 3' : - 6'W.P.(TYP) �12' i DISCHARGE ;1<2 BARS EACH PUMP) TRAP r- .: _ ___ ' • A PIPE (DIAM.) BY CONTRACTOR AS NTN ° `:�\: Jr;;� f;•;f.�.., �: : , �' = y1.� ' 2-N0. 4, 4 WAYS b 6' P.V.C. PER PUMP EQUIPMENT N7) ,:. _,.: �•:- , .-: ; ., -1 w .1 _ �.--. .:. •1. , , ...• ,:. DIAG. (TYP.) PRECAST REINFORCED CONCRETE -►•.,.MANUFACTURES SHOP I o MANHOLE RISER SECTIONS ��DRAWINGS MANUFACTURED IN ACCORDANCE H WITH ASTM C 475 •I r ELEV. 'A' a /._-- ly .;; NO. 5, 9' D.C., EW., EF. (STA .>- ' '. • COMPACT TO 6 MIN. }-ELEV. 'Be �0 ; 12.11-4. 6'-$' 1'_41 98% MAXIMUM AROUND ONE f PUMP • dW DENSITY ALL STRUCTURES. _ r, MOTOR --�- INFLUENT PIPE 8' V PVC VALVE BOX DRAIN WITH P -TRAP LOCATED IN WETWELL. (D.I.P.) MIN.{ELEV. 'C' f �I ; "� PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB RUBBER SEAL, FILL JOINTS 3 _ I- ELEV. •D• �„�/ yv OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY W/ EMBECO GROUT NO. 4, 6 O.C. -ELEV. 'E' - SECTIONAL 161- 161 ANCHORSS STEEL BOLTS AND FOR PUMP BASE ON ELEVATION --------GROUT CORNERS - -------- ; OF WET WELL o .� ELEV. - :. STAINLESS STEEL BASE PLATE NOTES (FULL CIRCLE) N �I 'F• l ►'" (SEE IRCUD STANDARDS 1. ADDITIONAL PLUG VALVE TO BE ;;; i E-' ' % •_ SECTION 8.07B) LOCATED AT FORCE MAIN JUNCTION • '�•. I (or ELEV. 'G' 1-3' 2. USE ALUMINUM LIFTING BAILS •-.,- •�__ -'t. ,.: NO. 4, 6. O.C. IN CENTER. 3. STRUCTURE DIMENSIONS MAY VARY �'I� ' • - ��'• �•'� •ti•j-;;;-;; r �•: (SEE PUMP STATION GENERAL NOTES FOR WET UPON APPROVAL BY THE IRCDUS -•VI DUE TO BOYANCY COMPENSATION • :, ,.= �:.�. �Y: - _,.s• WELL WALL REINF.) OR OTHER REQUIREMENTS. P. -3• )K 4. WHERE CERTAIN CONDITIONS DICTATE NO. 5, 6. O.C., E.W., E.F. SCH. 80 PVC CAN BE SUBSTITUDED COMPACT TO 7 L 6' MIN. 3/4' STONE FOR DIP INSIDE WETWELL ONLY, 98% MAXIMUM 2' MIN. _ 6'-0' (MIN. DIA.) 2 DENSITY - - - - NO. DATE VE50RIPTION REV151 ON5 ELEVATION TYPICAL PUMPING STATION NOTE THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE (5) WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START- UP TA ALLOW FOR A FINAL INSPECTION aMASTELLER & MOLER,INC. c�oa@ UdUDa11.�_ u\j CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th A\IENUE, 1/ERO BEACH, FLORIDA 32cI60 ('-nZ 567-5300 I FAX M2) 7a4-1106 5EBA5TIAN PUMPING STATION DATA TABLE LIFT STATION NUMBER NEU 120 VAC PUMPING CAPACITY G.P.M. -- PRIMARY CONDITION TOTAL HEAD (t) FEET -- EFFICIENCY % -- MIN. SOLIDS PASS. IMPELLER INCHES -- PUMP MODEL NUMBER NO, -- PUMP IMPELLER MM -- PUMP SPEED (DESIGN) R.P.M. -- MOTOR NAMEPLATE H.P. H.P. -- MAX, PUMP BRAKE H.P, H,P, -- MAX, NPSHR @ SECONDARY FEET -- MAX, MOTOR SPEED R.P.M. -- INITIAL INFLUENT RAOTE PEAK G.P.M. -- MIN, PUMP CYCLE TIME MINS. -- ALARM SIGNAL ON ELEV. ELEV.'A' 12.00 INFLUENT PIPE INV. ELEV. ELEV.'B' 12.00 LAG PUMP ON ELEV. ELEV.-C' 11.50 LEAD PUMP ON ELEV. (+) ELEV,'D' 11.00 PUMPS OFF ELEVATION ELEV.'E' 9.00 ALARM SIGNAL ON ELEV. ELEV.'F' 8.50 BOTTOM OF WET WELL ELEV.-G- 7.00 PUMP MANUFACTURER r ABS PUMP WILL OPERATE BETWEEN PRIMARY OPEN AND SECONDARY POINTS, rU7 FLASHER R6 Tl7a PUMP STATION GENERAL NOTES n LA 1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST FLOATATI❑N OF WET WELL UNTIL ALL BACK FILL IS IN PLACE. LI -C 230V L2 - � c 2. ALL CONCRETE SHALL BE CLASS A -A(4,000 P.S.I. FOR 3PH PRECAST AND 3,000 P.S.I. FOR CAST -IN-PLACE) UNLESS 4W L3--��oNCa OTHERWISE SPECIFIED. AEU- (,` 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND 1 PLACED IN ACCORDANCE WITH THE A.C.I. CODE SPLICES SHALL BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18' MIN. GEN. �C UNLESS OTHERWISE NOTED (STAG. SPL.,TYP.). RECP. 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED E 98% DENSITY. DECD 5. CHAMFER EXPOSED CONCRETE EDGES 3/4' (TYP.), 6. WET WELL WALL SHALL CONTAIN A MIN, OF 0.22 SQ.IN./LINEAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL GRD DIRECTIONS. 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. 8. PUMPS SHALL BE FLYGHT OR ABS, EXCLUDING FLYGHT GRINDER PUMPS AND ABS V2 PIRANA GRINDER PUMPS. 9. STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON CB3 OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE, 0 C 10. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION CALCULATIONS, I 11, NO UNI -FLANGE PIPE CONNECTIONS ALLOWED. 12. MAINTAIN MINIMUM OF 6' BETWEEN ANY PIPING, FITTINGS, ETC. AND PRECAST CONCRETE, 13. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMP SEWAGE. 14. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH APPROPRIATE LIGHTENING ARRESTOR. VERIFY ALL DRIVER GROUNDS PER N.E.S.C. 15. AN ACCESS DRIVE SHALL BE PROVIDED TO ALL INDIAN RIVER COUNTY MAINTAINED LIFT STATIONS, ALL ACCESS DRIVES SHALL BE A MINIMUM OF 8' WIDE AND SHALL INCLUDE A 12' DEEP BY 12' WIDE (MIN•) APRON TURN AROUND. (SEE DETAIL THIS SHEET) LI PMI a 3 C D c CB2 PM2 RTU TB 13 RTU TB 14 POWER NEU 120 VAC NEUTRAL T337 � C04 GF1 of MaSteller t Muter, Inc. is vested solely In RECP. TB23 c TB38 �- Is _ !89 z PUMP N0. 1 1►-�C J--�T3 2 Ml OL l T7 738 R3 AUX maT' T2 PUMP NO. 2 T3 142 O- T119 R4 TB10 AUX o- 2 CONTROL PANEL SCHEMATIC WITH R.T.U. DRIVES SHALL BE CONCRETE OR ASPHALT PER THE CONSTRUCTION T31 REQUIREMENTS SET FORTH BY THE ENGINEERING DEPARTMENT OF -~ PAS INDIAN RIVER COUNTY. ACCESS DRIVE DETAILS SHALL BE SHOWN TB32 HIGH AK 7133 ON ALL SUBMITTED UTILITY PLANS AND APPROVED BY I.R.C. ❑ FL N Fs, DEPT, OF UTILITY SERVICES ON A CASE BY CASE BASIS. T/34 LAG T133 RED COLOR FLASHING ALARM LIGHT WITH CAGE (VISIBLE 360' 210 PRE -PUNCHED ELECTRICIAN IN AN UPRIGHT POSITION,. CONNECTION MOLE ///------ ANNUNCIATING LIGHT EMERGENCY GENERATOR RECEPTACLE SEE / NAMEPLATE SPECIFICATIONS FOR (TYPICAL) RECEPTACLE MODEL r r C3 �Wp� ppppJ i RESET 13 SILENCE ((rYPIIC L) 0 RUN INDICATING LIGHTS CROUSE -HINDS TYPE ® IDA 'CGB" WATERTIGHT o f= o CONNECTOR WITH PANEL TO BE 304E NEOPRENE GLAND TO MATCH CABLE. FUR!t'SMED STAINLESS STEEL WITH PUMP. O TERMINAL INM F13R EXTERNAL ALARMS 14 r 14 TO RTU /6SE HIM TYPE 'CGV\ r 1 r 2 r 3 CONNECTOR FURNISHED WITH PUMP 2' PVC CDNDUIT TO STATION MDA) ' ALARM HORN CONFIRM WITH PUMP MFC - TYPICAL CONTROL PANEL M FIT CABLE FRONT VIEW VARIES COUPLING METER CONTROL PAL. tpvc -ADAPTER*) ALUMINUM UNISTRUT ONDUIT IWWW( BRACING \2 REQ'D. \ TO STATION raSSS OSIDE IDET 410 STAINLESS STEEL OR ALUMINUM SCHEDULE 40 SUPPORT POSTS, r 3/0 :Am CNS %mm Ir mm GROUND CLAMP NOTES f- FINISH GRADE 1. ELECTRIC SERVICE SHALL BE 3 PHASE. ?' + <-�R� SUPPORT cMIDUIT TO POWER -1-1 r "I UNDISTURBED PSI If D SO AGAINST 2. ALARM HORN SHALL BE pOH SEE SITE PLAN uNDlsruRBED �' SEALED TO PREVENT v,, LEAKAGE, �" `' _ ' `•' COPPERWELDI0' LONG GROUND ROD 3. CONTROL PANEL TO BE CONDUM TO PUMPING APPROVED BY UTILITYFRONT ELEVATION BEFORE INSTALATION. STA SEE PLAN 4. REFER TO SECTION 8 FOR CONTROL PANEL M1. -Oc� - 14.. PUMPING STATION SPECIFICATIONS. (STAINLESS STEEL) 5. BOTTOM OF PANEL TO BE 28' TO 34' ABOVE GROUND.7 ` RTU.- ALLOY -L �fi/IN DISCONNECT 6. DISCONNECT BETWEEN METER AND 16' FOR � (STAINLESS STEED PANEL TO BE STAINLESS STEEL NON FUSABLE, EOUIP14ENT ENCASED PLAN VIEW 7. ALL HARDWARE AND FASTENERS TO BE STAINLESS STEEL. TYPICAL SERVICE 8, R.T.U. TO BE MOUNTED ON TOWER 2LY, ENTRANCE STRUCTURE 9. SPARE PARTS (SEE SECTION 8.05). ELECTRICAL DETAILS PUMPING STATION PANEL NOTE ALL ELECTRICAL CABLES AND WIRES FROM THE INDEPENDENT DISCONNECT TO THE REST OF THE LIFT STATION SHALL BE MADE OF COPPER SEWAGE PUMPING STATION PLAN for p@dO@LQGv] 0 @dC�� 0 a FLORIDA 1 o FS3 ❑ -� LAG FLT TI36 LEAD T337 � r�B of MaSteller t Muter, Inc. is vested solely In FS2 TB23 FLTG TB38 �- OFF D !89 • UFr Z•- Fsf SEA FLT -[740 }---•�---�❑-�� L13V TI41 LUV PUMP 1 FS� GH ECKEO FLT Tp�2 AM SIL T143 L] O o Pia C -a ALN SIL T144 -- FMf T�i7 Ii- • Pia T�46 P, 711'_ T47 T336 �Tmi 7137 CJS a SEA I 1 i PLS SEAL FALL TIM SFR( -�11 TBI (� i, SEA SHEET 17 30 ©2003, MA5TELLER 4 MOLER, INC,. FAIL FL## 331c13 DOOR IPN ON9to °-_ r FDC T761 OPEN T173 rU7 FLASHER R6 Tl7a EARTH PNL LIGNNr 1 E7 2 MTP2 T 7 PL2 RUN 2 VRAM r�B of MaSteller t Muter, Inc. is vested solely In H 0 A /R-�TB22 TB23 ❑D C M2 71 PUMP 2 T SEr'I Z•- A PL7 SEA PROBE T +12VDCBIAS e \ PUMP 1 ❑ -� HOA SENSE 2B GH ECKEO a SFf 6 other disposition of these documents by anyone is expressly prohibited without consent OF ' DATE S Hostetter I Moler, Inc. pvr•suant to the Federal ._. i71 Gopyrlght Law.' T336 7137 d✓.z 1 i PLS SEAL T13/ S "� 3 A iFAIL PROBE 2 SHEET 17 30 ©2003, MA5TELLER 4 MOLER, INC,. R FL## 331c13 0255 ON9to r T761 R`' EARTH PNL '^- GRD 73 ALN PCI1+FR R5 FL* �- .aARM aH 7 2 CONTROL PANEL SCHEMATIC WITH R.T.U. 2 TB17 TIME i ET MTPI PLI RUN 1 H 0 A 7 /! 8 TB18 TB19 ❑ D CMI a r 70 PUMP 1 OL R7 TB20 FU4 i SSI +12VDC-9 TB66 BIAS < o--- �' > IOA SENSE IA TB67 ❑- -► HOA SENSE IB SSIA TB21 D--- TIME 2 TB68 8 R5 TB69 R6 TS7TB79 ALM HORN ALM LIGHT CONTROL CONTROL nTB76TB77 TH80 R87B81 1 CONTROL CONTROL TB82 R3 TB83 TB84 R4 TB85 PUMP 1 RUN PUMP 2 RUR +12VDC SENSE +12VDC SENSE BIAS BIAS CONTROL PANES SCHEMATIC WITH R.T.U. E7 MTP2 "ntte to all documents which bear the copyright PL2 RUN 2 VRAM 9 10 of MaSteller t Muter, Inc. is vested solely In H 0 A /R-�TB22 TB23 ❑D C M2 71 PUMP 2 DE�I6NED SEr'I R8 TB24 FUS i SS2 2 +12VDCBIAS TB63 TB64 O--❑ I OA SENSE 2A TB65 documents or arty reproductlon, dlsploy, sale, or ❑ -� HOA SENSE 2B GH ECKEO SS2A TB68 8 R5 TB69 R6 TS7TB79 ALM HORN ALM LIGHT CONTROL CONTROL nTB76TB77 TH80 R87B81 1 CONTROL CONTROL TB82 R3 TB83 TB84 R4 TB85 PUMP 1 RUN PUMP 2 RUR +12VDC SENSE +12VDC SENSE BIAS BIAS CONTROL PANES SCHEMATIC WITH R.T.U. 0258-BA5E "ntte to all documents which bear the copyright VRAM AEK of MaSteller t Muter, Inc. is vested solely In Masteller t Moter, Inc. These dounnent5 are DE�I6NED SEr'I provided to the owner Solely In connection with \� this Project. Any other use or reuse of these , documents or arty reproductlon, dlsploy, sale, or GH ECKEO �JEI"i other disposition of these documents by anyone is expressly prohibited without consent OF ' DATE I UO3 Hostetter I Moler, Inc. pvr•suant to the Federal ._. Gopyrlght Law.' , ��..+...�;, d✓.z SCALE AS NOTED 02/20/04 SHEET 17 30 ©2003, MA5TELLER 4 MOLER, INC,. 15TEFHEN E. MOI ER, F.E. FL## 331c13 0255 ON9to I GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE AS APPLICABLE WITH FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST EDITION AND THE CITY OF SEBASTIAN PUBLIC WORKS DEPARTMENT STANDARDS. 2. ALL STORMWATER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP), CAP, CLASS III OR ADS PIPE (MANNINGS "n" = 0.012) AS NOTED ON THE PLANS AND IN ACCORDANCE WITH THE SPECIFICATIONS. 3. INLETS SHALL BE PRE -CAST IN CONFORMANCE WITH F.D.O.T. STANDARD SPECIFICATIONS WITH 28 DAY 4000 PSI CONCRETE. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. 5. ALL BACKFILL OVER STORM PIPES UNDER PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125.8.3., TO 100% OF THE MAXIMUM DENSITY PER AASHTO T-99. 6. ADJUSTMENT OF INLET TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM SHALL BE MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 8. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER AND/OR PUBLIC WORKS DIRECTOR OF THE CITY. 9. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE CITY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 10. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 11. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME iF REQUIRED. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 13. CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING STORM DRAINAGE FACILITIES AND SHALL VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. ANY FACILITIES DISTURBED SHALL BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS. 14. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. 16. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 17. THE OWNER RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T. SPECIFICATIONS. 18. ALL SITE CURBING SHALL BE MIAMI TYPE CURB UNLESS OTHERWISE NOTED. 19. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF SEBASTIAN SUBDIVISION REQUIREMENTS AS APPLICABLE. WHERE APPLICABLE. STANDARDS OF THE FLORIDA DEPARTMENT OF TRANSPORATION "STANDARD SPECIFICATION FOR ROAD & BRIDGE CONSTRUCTION" SHALL BE UTILIZED. 20. POTABLE WATER AND SANITARY SEWER SOURCE IS INDIAN RIVER COUNTY UTILITIES. EROSION CONTROL MOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL WITHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTILITIES. 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED, 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SODDED ON COMPLETION OF FINAL GRADING. NO. DATE UTILITIES NOTES= 1. ALL PVC PIPE 4" OR GREATER FOR WATER MAiNS SHALL BE THICKNESS CLASS DR -18 MEETING AWWA C900 AND SHALL BE BLUE OR APPROVED EQUAL. 2. ALL PVC PIPE 3" OR SMALLER FOR WATER MAINS SHALL BE THICKNESS CLASS SDR -21 MEETING ASTM D2241 AND SHALL BE BLUE OR APPROVED EQUAL. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN AND CONSTRUCTION OF THE FIRE MAIN SYSTEM ON THE BUILDING SIDE OF DOUBLE DETECTOR CHECK VALVES BY A LICENSED FLORIDA FIRE MAIN DESIGNER AND CONTRACTOR, RESPECTIVELY. MATERIALS INSTALLATION AND TESTING SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES. 4. ALL DIP FOR WATER MAiNS SHALL BE PRESSURE CLASS 350 MEETING AWWA STANDARDS. C 150/A 21.51-91 OR LATEST REVISION. 5. ALL PVC PIPE FOR GRAVITY SEWER MAINS SHALL BE SDR -35 MEETING ASTM C-76 AND SHALL BE GREEN OR APPROVED EQUAL. 6. ALL PVC PIPE FOR SEWAGE FORCE MAIN SHALL BE DR -18 AND SHALL BE BROWN OR GREEN OR APPROVED EQUAL. 7. ALL PVC PIPE FOR REUSE FORCE MAIN SHALL BE DR -18 AND SHALL BE PURPLE OR APPROVED EQUAL. 8. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 9. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE UTILITIES DEPARTMENT OF INDIAN RIVER COUNTY. 10. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE COUNTY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 11. ALL DIMENSIONS MUST BE VERIFIED iN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 12. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 13. CONTRACTOR SHALL OBTAIN A COPY OF THE F.D.E.P. WATER PERMITS AND PERFORM SAMPLING & TESTING IN CONFORMANCE WITH THE PERMIT CONDITIONS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 15. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRiOR TO SUBMITTING A BiD. 16. WATER MAIN AND FORCE MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER AND SHALL BE CONSTRUCTED SO AS TO AVOiD EXISTING AND KNOWN FUTURE UTILITY LOCATIONS. 17. ALL WORK SHALL BE COMPLETED iN CONFORMANCE AS APPLICABLE WITH FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST EDITION AND THE INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT STANDARDS. 18. WATERMAIN & FORCEMAIN PIPES INSTALLED UNDER PAVEMENT SHALL BE D.I.P. WITH 36" MIN. COVER OR (42" MiN. COVER FOR P.V.C. PIPE) 19. BENDS SHALL BE INSTALLED ON WATER MAiNS AS NECESSARY TO AVOID CONFLICT WITH PROPOSED OR EXISTING STRUCTURES AT NO ADDITIONAL COST TO OWNER. 20. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF INDIAN RIVER COUNTY UTILITIES DEPARTMENT. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE OWNER, ENGINEER AND ICRUD FOR ALL SEWER AND WATER APPURTENANCES PRIOR TO FABRICATION, 21. THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER (567-5300) AND UTILITIES DEPARTMENT (770-5300) A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 22. ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS, TV/INFILTRATION /EXFILTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER, ENGINEER AND INDIAN RIVER COUNTY. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. 23. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MAINS, FITTINGS. VALVES. LATERALS (AT THE MAiN AND TERMINAL POINT), MANHOLES AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL BE APPROVED BY THE OWNER PRIOR TO SUBMISSION. 24. WATER MAiNS AND FORCE MAIN SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING AND DISINFECTION. 25. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. 26. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 27. LATERALS AND CLEANOUTS SHALL BE INSTALLED AS REQUIRED BY APPLICABLE PLUMBING CODES. 28. THE CONTRACTOR SHALL OBTAIN A CURRENT COPY OF INDIAN RIVER COUNTY UTILITIES DEPARTMENT'S CONSTRUCTION SPECIFICATIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION FACILITIES PRIOR TO BIDDING THE UTILITY WORK. IN THE EVENT THAT THERE iS A DISCREPANCY BETWEEN THE COUNTY'S SPECIFICATIONS AND THE ENGINEER'S SPECIFICATIONS, THE COUNTY'S SPECIFICATIONS SHALL SUPERSEDE, 29. TRACE WIRE SHALL BE INSTALLED OVER ALL WATER MAINS AND SEWAGE FORCE MAINS. #14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE AFFIXED TO THE TOP OF PIPE. SEE TRACE WIRE DETAIL FOR SPECIFICATIONS. 30. THE OWNER WILL PROVIDE THE CONTRACTOR WITH A BASELINE AND A BENCHMARK FOR THE CONTRACTOR'S USE IN CONSTRUCTING THE SANITARY SEWER AND POTABLE WATER SYSTEM. THE CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY ADDITIONAL SURVEY WORK SUCH AS GRADE STAKES, OFF -SET STAKES AND CUT SHEETS. 31. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS REQUESTED BY THE OWNER FOR THIS PROJECT. 32. USE POTABLE WATER FOR PRESSURE TESTS, 33. ALL POTABLE WATER MAINS SHALL BE CONSTRUCTED OF P.V.C. PIPE UNLESS NOTED OTHERWISE. 34. THE OWNER WILL PROVIDE THE SELECTED CONTRACTOR WITH COPIES OF ALL PERMITS RECEIVED FOR THE PROJECT, WHICH SHALL BE LIMITED TO INDIAN RIVER COUNTY UTILITIES PERMIT AND FDEP PERMIT. 35. FORCE MAIN SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT TEST PRESSURE SHALL AVERAGE NO LESS THAN 150 PSI. 36. THE CONTRACTOR SHALL DISINFECT THE NEW WATER SYSTEM IN CONFORMANCE WITH AWWA-C651 SPECIFICATIONS. ADEQUATE SAMPLING TAPS SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT THE SYSTEM, AT LOCATIONS REMOTE FROM POINT OF DISINFECTION. CHLORINE SOLUTION SHALL BE PUMPED INTO THE WATER SYSTEM TO PROVIDE A MINIMUM RESIDUAL OF 50 MGL AFTER A (24) HOUR RETENTION PERIOD. THE CONTRACTOR SHALL HAVE WATER SAMPLES TESTED AT HIS EXPENSE, WHICH SAMPLES SHALL BE PROVIDED TO THE ENGINEER TO ASSURE OBTAINMENT OF REQUIRED CHLORINE RESIDUALS. FOLLOWING SATISFACTORY CHLORINATION, THE SYSTEM SHALL BE FLUSHED TO ACHIEVE NORMAL CHLORINE RESIDUALS. BACTERIOLOGICAL SAMPLES SHALL BE TAKEN ON TWO (2) CONSECUTIVE DAYS, AT THE CONTRACTOR'S EXPENSE, AND RESULTS SHALL BE PROVIDED TO THE ENGINEER. FOLLOWING (2) SUCCESSFUL DISINFECTIONS, IF THE SYSTEM PRESSURE DROPS, THE WATER SYSTEM SHALL BE SUBJECT TO RE -TESTING. TESTING LOCATIONS SHALL BE PER FDEP PERMIT REQUIREMENTS. 37, WATER SYSTEM PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN DURATION OR AS ACCEPTABLE TO INDIAN RIVER COUNTY UTILITIES, AT AN AVERAGE PRESSURE OF 150 PSI. ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C600 FOR DIP AND AWWA C005 FOR PVC. L = NDP 1/2 WHERE: L = LEAKAGE ALLOWABLE (GPH) 7400 N = NUMBER OF JOINTS D = NOMINAL DIAMETER (INCHES) P = AVERAGE PRESSURE (PSI) PRESSURE TESTING FOR PVC PIPE SHALL BE BASED ON AWWA STANDARD C605. 38. ALL CONSTRUCTION SHALL COMPLY WITH INDIAN RIVER COUNTY SUBDIVISION REQUIREMENTS AS APPLICABLE. WHERE APPLICABLE, STANDARDS OF THE FLORIDA DEPARTMENT OF TRANSPORATION "STANDARD SPECIFICATION FOR ROAD & BRIDGE CONSTRUCTION" SHALL BE UTILIZED. 39. THE BACKFILL OVER ANY WATER MAIN, FORCE MAIN AND SANITARY SEWER THAT IS TO BE INSTALLED UNDER PAVING, IS TO BE COMPACTED IN 12" LIFTS MAXIMUM TO A MINIMUM OF 95% MAXIMUM DENSITY WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE OWNER AND/OR ENGINEER, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPACTION TEST RESULTS AT 400' INTERVALS AT HIS EXPENSE BASED ON AASHTO T--180 SPECIFICATIONS. 40. WATER MAINS SHALL BE LAID AT LEAST 10 FEET (EDGE TO EDGE) FROM ANY EXISTING OR PROPOSED STORM SEWER, SANITARY SEWER, OR SANITARY SEWER FORCE MAIN. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES. WATER MAINS SHALL NEITHER PASS THROUGH NOR CONTACT SEWER MANHOLES. WHERE SEWERS ARE BEING INSTALLED AND THE ABOVE REQUIREMENTS CANNOT BE MET, THE SEWER MATERIALS SHALL BE, AT THE APPROVAL OF THE REVIEWING AUTHORITY, AWWA-GRADE PIPE 150 PSI -RATED (OR EQUIVALENT) AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. TION NOTES .rMASTELLEN1 C. CANSTRUC goa@UdVoac mac_ oUQ Uu for GERTIFIGATE OF AUTHORIZATION #4204 DE50RIPTiON OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32CI60 a i REVI5ION5 M2) 567-5300 / FAX (772) 7014-1106 5EBAEMAN U U PAVEMENT NOTES 1. STRIP THE PROPOSED CONSTRUCTION LiMITS, INCLUDING A MARGIN OF AT LEAST FIVE FEET BEYOND PAVEMENT EDGES, OF VEGETATION, ROOTS, RUBBLE AND OTHER DELETERIOUS MATERIALS. WE EXPECT AVERAGE CLEARING AND GRUBBING TO DEPTHS OF UP TO 6" TO 12" IN MOST AREAS OF THE ROADWAYS; HOWEVER AT SOME LOCATIONS, GRUBBING DEPTHS OF UP TO SEVERAL FEET MAY BE NECESSARY TO REMOVE LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS. THIS STRIPPED AND GRUBBED SURFACE SHOULD BE EXAMINED AND APPROVED BY THE ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE COMPLETELY REMOVED FROM PAVEMENT AREAS. 2. PROOF ROLL THE STRIPPED SURFACE WITH A VIBRATORY ROLLER WEIGHING AT LEAST 6 TONS UNDER THE SUPERVISION OF THE ENGINEER, TO LOCATE ANY UNFORSEEN SOFT AREAS OF UNSUITABLE SOILS, TO INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE SAND SOILS, AND TO PREPARE THE EXCAVATED SURFACE FOR THE ADDITION OF THE FILL SOiLS. EACH PASS SHOULD OVERLAP THE PROCEEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. iF DEEMED NECESSARY, iN AREAS THAT CONTINUE TO YIELD, REMOVE ALL DELETERIOUS MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND REPLACE WiTH A CLEAN COMPACTED SAND BACKFILL. THE PROOF-ROOLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING. 3. CONTINUE COMPACTIVE EFFORTS UNTIL A SOIL DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) IS ACHIEVED TO A DEPTH OF 12" BELOW THE STRIPPED SURFACE, INCLUDING THE FIVE FEET MARGIN. DEPENDING ON WEATHER CONDITIONS OR OTHER FACTORS, THE ADDITION OR DRAINAGE OF WATER MAY BE NECESSARY TO AiD COMPACTIVE EFFORTS. ADDITIONAL PASSES AND/OR OVEREXCAVATION AND RECOMPACTION MAY BENECESSARY IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED BY THE REQUIRED PROOF -ROLLING. 4. FILL TO SUBGRADE LEVEL USING CLEAN SANDS WITH LESS THAN 5% SOIL FINES PASSING THE NO. 200 SiEVE. STRUCTURAL FILL SHOULD BE FREE OF ANY ORGANICS OR OTHER DELETERIOUS MATERIAL. THE FILL SHOULD BE PLACED iN UNIFORM 12' LOOSE LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557). MAINTENANCE OF TRAFFIC NOTES. 1. THE CONTRACTOR SHALL INSTALL STAND MOUNTED ADVANCE CONSTRUCTION SIGNING IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX NO. 602 FOR ANY WORK LESS THAN 15 FEET FROM EDGE OF PAVEMENT. 2. TRAFFIC SHALL BE RESTRICTED TO A SINGLE LANE WHEN ANY WORK ENCROACHES THE AREA BETWEEN THE CENTERLINE AND 2 FEET OUTSIDE THE EDGE OF PAVEMENT. ONE -LANE CLOSURES SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX NO, 603. 3. ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 FEET FROM THE EDGE OF PAVEMENT AND SHALL BE PROTECTED BY TYPE II BARRICADES WITH FLASHING YELLOW LIGHTS. 4. THERE SHALL BE NO EXCAVATIONS LEFT OPEN AFTER DARK. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE SUNSHINE STATE ONE CALL SYSTEM AT 800-432-4770 FOR LOCATION OF UNDERGROUND UTILITIES. 0258 -BASE `Title to oil documents whloh beer the copyright DRAWN AEK of Hosteller t Moler, Inc. Is vested solely in Masteiler t Moler, Inc. These documents are SEM to the owner solely M connection with -_ \ this project. Any other use or reuse of these GfGKED SEi" i documents or any reproduction, disploy, sole, or in ff J other d}spcsltion of these dGGUments by QnyonC DATE II/03 is expressly prohibited withovt consent of Mosteller t Holer, Inc. pursuant to the Federal Copyright Law.. scALE AS NOTED =�. 02/20/04 %eEr 16 or -30 FLORIDA ©2043, MASTELLER * MOLER, INC. STET -D HEN E. MOLER, F.E. FL# 33183 V1149 NO 0256 I 1 FOUR HYDRANT GUARDS AS REQ'D. BY IRCDUS (2) - 3/4" GALV. - SEE NOTE 1(BELOW) T E ROODS 9�SEE NOTE 3 ' (BELOW) I 45' O ` - GATE VALVE JE H l�p,� OINTATEE O X `8" (MIN.) VARIES ' WATER MAINP LAN VI ZW CONCRETE THRUST BLOCK PUMPER NOZZLE ---,,- FACING ROADWAY VALVE BOX ACCESS I GRADECONNECTN, DIRECT io J (ANCHOR TYPE) _ cV 6" G.V. <; A6" PIPE � �=-- --✓ - - I 1.5 CU. FT. CONCRETE 6" (MIN.) CONCRETE TH T WATER MAIN BLOCK UNDISTURBED SOIL CROSS SECTION NOTES 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 2. IZ OF THE PUMPER CONNECTION SHALL BE 18' MIN. ABOVE THE OF THE NEAREST ROADWAY OR FINISH GRADE, 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. AMERICAN - DARLING B-84-B,MUELLER A423 OR CLOW MEDALLION F2545. 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF APPROVED BY IRCDUS (E.G. TIE RODS) 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. FIRE HYDRANT DETAIL (N.T.S.) 2'-0' VARIES 2'-0" I DOUBLE DETECTOR CHECK VLVE m WCTAUUC (WITHOUT BUILDING SPRINKL R) I GJUPLING� N I • • a m 11" CHECK tV 1" GLOBE VAL VALVE BY-PASS METE DETECTOR BYPASS CUSTOMER PLA PIPING �- UTILITY PIPING TO DETECTOR CHECK VALVE PROPERTY LINE (WITHOUT BUILDING SPRINKLER) GATE VALVE . S. & Y. GATE W/ INDICATOR B VE 90 BEND TIE RODS (TYp•) (TYP.) 18' MINS DISTANCE - CONCRETE SUPPOR. (OR APPROVED BY IRCDUS) NOTES SECTION WATER MAIN 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST HAVE HERSEY MODEL D.O.C. 11 L/A PATTERN DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE. THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY THE DEPT. OF UTILITY SERVICES FOR EACH INDIVIDUAL PROJECT. DOUBLE - DETECTOR CHECK VALVE ASSEMBLY (N.T.S.) C ASPHALT SURFACE FINISHED GRADE 38 SQUARE 24" SQUARE - I N0 3,0 • •• NTIN. 11 ONE S1) • •'' `. = • •• CONCRETE NO. 34 PAD CONTIN. UMEMR OCK SLIDE TYPE BASE VALVE BOX SLIDE TYPE TYPE I VALVE BOX TYPE 11 POLYETHYLENE CAST IRON STAY -PUT COVER OT RAISED LETTERS MARKED: O EQUIVNA LENT) "WATER" AS APPLICABLE OR 24" MAX. "SAN. SEWER" AS APPLICABLE > TYPE I - TYPE 11 PROVIDE EXTENSION ' 2 AS SHOWN a M ? a VALVE AND BOX DETAIL (N.T.S.) NO. DATE DE5GRIPTION fi EV15ION5 2 GRADE ROADWAY GRADE (SWALE CONCRETE PAD •` T30* HICK . (1 "w MIN ` o/ ; ; ~ 2' No. 30 CONT. ��- / MIN, 2" LOCKING ! CURB STOP W/ P,V.C. PLUG APPROVED COMPRESSION METER BOX FITTINGS 12" MIN. I.D. 2' CORPORATION STOP 1 C. F. 3/4" • GRAVEL OR RESTRAINED PLUG (M.J.)_F7CRUSHED ROCK • 2" POLYETHYLENE HORIZONTAL DISTANCE I is%•'; 30•MIN. EQUAL TO DEPTH OF COVER , -! !d :! •!; 3 1 CONCRETE POUREL- TO UNDISTURBED PRE55URE-TREATED SOIL 9�.��:� ��.,o��.� PLYW000 NOTES 1. COAT ALL EXPOSED THREADS WITH COAL TAR ENAMEL BEFORE BACKFILL. 2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER. 3. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED BY I.R.C.D.U.S. 4. ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDARY CO.. ST. LOUIS. MO. MAY ALSO BE USED. 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE IRCDUS. ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. 2" BLOW OFF- DETAIL (N.T.S.) 3 NOTE: t. TRACE WIRE IS REOUIRED ON ALL PIPE 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. 4, ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS OF SCOTCH '33' TAPE & COVER WITH SCOTCH WATERPROOFING COMPOUND. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP S. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. TO PUT CONDNUOUS TRACE WIRE UNDER BOLT, FIRST LOOSEN NUT, STRIP 3�4. OF MAINAROTHEN STRIP 3' MIN •, WRAP ONCE WIRER 4. Of BRANCH UND BOLT, 1 TMST, 2 WRAPS 13 4' MIRE TIGHTEN CUT WIRE' NUT AFTER WRAPPING TRACE MARE AROUND THE BOLT. MIN, 5 WRAPS II I SOLDER MAX, 10 WRAPS _ fl BRANCH SPLICE DETAIL FINISH GRADE x1ap, PUT MIRE LRDER BOLTSEE DETAL ABOVE, _srRANDEo CONDUCTOR4 MIN, COPPERTRACE MAREEJHALFWCH HALF HITCH ON BEHIND EACH EACH SIDE OF set ALL VALVES FINISH GRADE mm MIN. 3 TWISTS l• ` ! / BOX BRANCH FIRE M'D�TSS * SEERRVICE ( !�! STEP 2 �WN�Lv WRAPS �• EACH 'MALL WRWX W% u of ALL FrTTINOS. SOLDFx�STEP 3 �. STEP 4 MAN LINE SPLICE DETAIL _ TRACE 'W IRE D ETAI LS (N.T.S.) NOTES Cl A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1" COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 180' BEND, 1 " GATE IAL 1 " COPPER TUBING _ a NK GRAD 7 Z� CORPORATION STOP m� WITH P.V.C. PLUG WHEN ABANDONED MV WATER MAIN NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. (BACTERIOLOGICAL) TEMPORARY SAMPLING POINT (N.T.S.) (N.T.S.) 1 1/2 P.E LOCKING UTILITY ( METER BOX ) SERVICE LATERAL IKU STOPS BOX F AND OP WITH LIFTING METER NOT SHOWN DEVICE IN TOP, IDENTIFY Z 1" P.E. J UTILITY 2" MIN. GRADE J SERVICE - a'1 T(SWALE) LATERAL I ► T li io GRADE (ROADWAY) 7 IL IIL " 0 1 2' BRASS COMPRESSIO Z WYE BRANCH 12'. IN UNE DUAL BRASS LOCKING CURBJCHECK BY IRCDUS t�- STOP (FORD OR MUELLER) w MISER"c LING PLAN VIEW 0 D. CENTER OPENING OVER METER(S) 1 MIN. I , I CUSTOMERS METER PIPING K (BY OTHERS) /QBE0EXNOTEO. 3) 4" MIN. GRAVEL--�.� r OR CRUSHED ROCK CR SS SECTION NOTES 1. METERS OVER 2" MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR, 2. ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED BY I.R.C.D.U.S. 3. MINIMUM SIZE OF METER BOXES: 1" SERVICE (12" X 20"); 1-1/2" AND 2• SERVICE (17" X 28'). 4. 5/8" -3/4' METERS SHALL BE HERSEY TURBINE, MASTER METER, OR APPROVED EQUAL WITH 5/8" RUBBER METER WASHERS. 5. 1" - 2" METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. 6. FOR 3 & 4 METER ASSEMBLIES USE MULTI -SERVICE "Y" 2"INLET x (4) 1 " OUTLET METER BOX DETAIL (N.T.S.) AIR RELEASE VALVE 2" DIAMETER STAINLESS Sl OR BRASS NIPPLE 2" STAINLESS DOUBLE SiTRA SERVICE SAD PROVIDE OFF CUT OUT FO OF MAIN 1/2 CUBIC 3/4" GRAVEL OR DRAIN ROCK WATER MAIN 1/20 P.V.C. AND FITTINGS 2' DIAMETER STAINLESS STEEL OR BRASS NIPPLE 2" BRASS CURB STOP z 2 NOTES 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE I.R.C.D.U.S. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. AIR RELEASE VALVE DETAIL (N.T.S.) M MASTELLER & MOLER,INC. R c�oa��d�oa� c a�oac�QQ� CERTIFICATE OF AUTHORIZATION #4204 DR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32g6O (7 J2) 567-5300 / FAX (`T'l2) 7Q4-1 10b SEBASTIAN 2" W.M. FLOW 2" REDUCED PRESSURE BACKFLOW PREVENTER PLAN WITH GATE VALVE' lj" ,ll, 2' WX - 2" UNION I2" W. M. ELEVATION L 1, SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MIN.). 6 PROPERTY LINE 2. SHORT SERVICES REQUIRE 18" MIN. COVER; LONG SERVICES REQUIRE OF Maateller t Moler, Inc. Is vested solely in METERS SHALL BE 24" MINIMUM COVER. POTABLE WATER RECLAIMED WATER UTILITY LOCATED IMMEOlATELY HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. INSIDE THE RIGHT-OF-WAY 3. MINIMUM SERVICE SIZE NOT LESS THAN 1 ", DUAL SERVICES SHALL BE P.E. GOOSENECK 3' UNLESS OTHERWISE A MINIMUM 1-1/2 " AND TRIPLE SERVICES SHALL BE A MINIMUM 2". LONG (MIN.) OR SWING DIRECTED BY IRCDUS QUADRUPLE SERRVIGES SHALL BE AS APPROVED BY IRCDUS. JOINT OR APPROVED 5' C/C NOTES: NO.4 4. 1" & 1-1/2" LONG SERVICES REQUIRE A 2" MIN. I.D. CASING PIPE. 2" EQUAL BY IRCDUS i LOCKING Mostetier t Moser, Inc. pursvorlt to the Federal A LONG SERVICES REQUIRE A 3" MIN. I.D. CASING PIPE. CASING PIPE 3' 0/0 CURB STOP SANITARY 10' 18" 5' C/C 18" SHALL BE SCH 40 P.V.C. (TO ACCOMMODATEAPPROVED » ., "• 3/4 METER) METER BOXES SHALL BE CDR SYSTEMS 5, METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY 5 1 1�'s", /$ X CORP," POLYMER CONCRETE do HERSEY, MASTER OR AS APPROVED BY I.R.CO. DEPT. of UTILITY SERVICES THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS OR 2 ' »! 2 -O ROADWAYSUPPLIED FIBERGLASS AND SUPPLIED BY APPLCANT. METERS 2 INCHES AND SMALLER SHALL BE SET CORP. ` �'-O" CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM BY IRCDUS. BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR STOP FINISH GRA x 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR W 2) -- ` /' MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED l pIX' AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING Lzr--" �_ CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR II I Q POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING O _ -J lqr C. IF 36" MINIMUM DEPTH OF COVER IS NOT MAINTAINED, 2 ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION REQUIRED, PRODUCING GREATER CLEARANCE SHALL BE USED. V C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. I�- 12j 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 7, CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. z OR STRUCTURE. 8. RESTORATION OF ALL AREAS DISTURBED BY SERVICE LATERAL CONSTRUCTION SHALL BE IN KIND. IN LINE DUAL LONG SERVICE CHECK BY 9 HE EXACTL CATHOE FOROWNSERVID INSTALLATION SHALL BE DETERMINED IRCDUS IN E ENGINEER. SHORT TAINLESS STEEL SERVICE METERS (SEE NOTE 6) 10. "LONG" SERVICES SHALL BE JACK FIND BORED UNDER EXISTING STREETS, EXCEPT DOUBLE STRAP AS NOTED. SERVICE SADDLE 1l,CORPORATION STOPS SHALL BE BPASS WITH THE INLET THREAD AND COMPRESSION WATER MAIN FITTINGS OUTLET FOR CT AND CTS. -P.E. t',' CONFORMANCE WITH THE LATEST AWWA C-800 AS REQ'D. BY MUELLER COMPANY, FORD METER BOX COMPANY, OR APPROVED EQUAL. 1 2. ALL FITTINGS AND PIPES IN SERVICE LINES SHALL BE NON -CORROSIVE, SUCH AS PVC, BRASS, BRONZE, STAINLESS STEEL, POLYETHYLENE OR COPPER. 13. ALL WATER SERVICE TUBING SHALL BE POLYETHYLENE PRESSURE CLASS 160, SDR 9.0. POLYETHYLENE PLASTIC MATERIAL (AS STATED IN AWWA C-901) MEETING WITH ASTM D-2239 STAINLESS STEEL LINERS (TUBE INSERT WITH FLARED END) MUST BE INSERTED INTO THE END OF THE POLYETHYLENE TUBING PRIOR TO FITTING COMPRESSION CONNECTIONS. WATER SERVICE DETAIL (N.T.S.) 1 1/2 P.E LOCKING UTILITY ( METER BOX ) SERVICE LATERAL IKU STOPS BOX F AND OP WITH LIFTING METER NOT SHOWN DEVICE IN TOP, IDENTIFY Z 1" P.E. J UTILITY 2" MIN. GRADE J SERVICE - a'1 T(SWALE) LATERAL I ► T li io GRADE (ROADWAY) 7 IL IIL " 0 1 2' BRASS COMPRESSIO Z WYE BRANCH 12'. IN UNE DUAL BRASS LOCKING CURBJCHECK BY IRCDUS t�- STOP (FORD OR MUELLER) w MISER"c LING PLAN VIEW 0 D. CENTER OPENING OVER METER(S) 1 MIN. I , I CUSTOMERS METER PIPING K (BY OTHERS) /QBE0EXNOTEO. 3) 4" MIN. GRAVEL--�.� r OR CRUSHED ROCK CR SS SECTION NOTES 1. METERS OVER 2" MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR, 2. ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED BY I.R.C.D.U.S. 3. MINIMUM SIZE OF METER BOXES: 1" SERVICE (12" X 20"); 1-1/2" AND 2• SERVICE (17" X 28'). 4. 5/8" -3/4' METERS SHALL BE HERSEY TURBINE, MASTER METER, OR APPROVED EQUAL WITH 5/8" RUBBER METER WASHERS. 5. 1" - 2" METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. 6. FOR 3 & 4 METER ASSEMBLIES USE MULTI -SERVICE "Y" 2"INLET x (4) 1 " OUTLET METER BOX DETAIL (N.T.S.) AIR RELEASE VALVE 2" DIAMETER STAINLESS Sl OR BRASS NIPPLE 2" STAINLESS DOUBLE SiTRA SERVICE SAD PROVIDE OFF CUT OUT FO OF MAIN 1/2 CUBIC 3/4" GRAVEL OR DRAIN ROCK WATER MAIN 1/20 P.V.C. AND FITTINGS 2' DIAMETER STAINLESS STEEL OR BRASS NIPPLE 2" BRASS CURB STOP z 2 NOTES 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE I.R.C.D.U.S. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. AIR RELEASE VALVE DETAIL (N.T.S.) M MASTELLER & MOLER,INC. R c�oa��d�oa� c a�oac�QQ� CERTIFICATE OF AUTHORIZATION #4204 DR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32g6O (7 J2) 567-5300 / FAX (`T'l2) 7Q4-1 10b SEBASTIAN 2" W.M. FLOW 2" REDUCED PRESSURE BACKFLOW PREVENTER PLAN WITH GATE VALVE' lj" ,ll, 2' WX - 2" UNION I2" W. M. ELEVATION UTILITY PIPE SEPARATION REQUIREMENTS (N.T.S.) DOUBLE CHECK VALVE BACKFLOW PREVENTER 24" X 24" X 6" THICK CONCRETE PAD AT GATE VALVE FEBCO 805YD EACH VALVE BOX WITH (1) - NO. 3 0 CONTINUOUS. (SHALL BE 36" X 36" IF TESTCOCK ATE VALVE LOCATED IN TRAFFIC WAY.) THREADED UNION (2 REQUIRED) NIPPLE (TYP.)� 90' BEND A (2 REQUIRED) � PRESSU GAUGE 2' Q W/ VALVE (TYP.) m ,,.-TAPPLING FINAL GRADE NOTES 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER /-4"GSP AND YELLOW FOR FORCE MAINS, T;/4;' IG SLEEVE VALVE BOX PAD DETAIL 12 MIN. GATE VALVE ((N.T.S.) -•-� EXISTING MAIN I NEW MAIN`' -•-' 0 NOTE: USE AT POINT(S) OF FILLING MAIN SIZE JUMPER SIZE ALL OTHER LOCATIONS PROPOSED TlE tN VALVE SHALL FOR CONNECTION TO EXISTING MAINS BE LOCKED IN THE 4" * 2" MUST REMAIN ISOLATED UNTIL DEPT. CLOSED POSITION do 6" 4" OF ENV, PROTECTION IS OBTAINED. OPERATED BY COUNTY PERSONNEL ONLY, 8 6 PROCEEDURES FOR FILLING AND FLUSHING IF NO VALVE IS PRC -:"DED, MAINTAIN 8" or LARGER 6" 1, FILL THROUGH BACKFLOW PREVENTOR PH f'jrAL SEPARATION 2. FLUSH 8" AND SMALLER MAINS THROUGH Ur%ML DEPT. OF BACKFLOW PREVENTOR ENV. PROTECTION N OTES 3. FLUSH MAINS LARGER THAN 8" THROUGH LETTER OF CLEARANCE NEW VALVE WITH NOT LESS THAN 10 PSI IS OBTAINED, *1.WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE DROP ACROSS VALVE AND MAINTAIN A SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE MINIMUM PRESSURE OF 35 PSI ON ACTIVE SIDE OF VALVE. AT MAIN CONNECTION. TEMPORARY JUMPER TEMPORARY JUMPER CONNECTION (N.T.S.) SCHEDULE CONST. 16"x 6" WET TAP W/ TAPPING VALVE TO REMAIN CONST. PRESSURE EXIST. GAUGE (TEMPORARY) VALV CONST. 16"x 6"+.TEE (TYP.) A A --CONST. 6"0 GATE VALVE �1 r� (TO BE PLUGGED AFTER ALL TESTING TYP,) CONST. 6"0 90' BEND (TEMPORARY TYP.) CONST. DOUBLE EXIST.ap--„ _ DETECTOR CHECK GRAD4_ VALVE (TEMPORARY) - - REMOVE THIS SECTION (0 OF MAIN AFTER ALL TESTING IS DONE {0 SECTION A -A PROCEEDURES FOR FILLING AND FLUSHING 1. FILL THROUGH BACKFLOW PREVENTOR 2. FLUSH 8" AND SMALLER MAINS THROUGH BACKFLOW PREVENTOR. 3. FLUSH MAINS LARGER THAN 8" THROUGH NEW VALVE WITH AT LEAST 10 PSI DROP ACROSS VALVE AND MAINTAIN A MINIMUM PRESSURE OF 35 PSI ON ACTIVE SIDE OF VALVE. 4. ALL FILLING & FLUSHING SHALL BE IN ACCORDANCE WITH I.R.Co. UTILITY SPECIFICATIONS. FILLING AND FLUSHING D ETAI L (N.T.S.) NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER AS DETERMINED BY UTILITY. 2. LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL ASSEMBLIES BACKFLOW PREVENTION DEVICE. APPLICATIONS SHALL BE REQUIRED TO INSTALL REDUCED HIGH HAZZARD DOUBLE CHECK VALVE PRESSURE BACKFLOW PREVENTION DEVICE AS DETERMINED BY UTILITY. 3. APPROVED EQUALS HAVING FULL UL, USC, ASSE, AND AWWA MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE UTILITY. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY UTILITY, 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE FINISH CONSIDERED FOR APPROVAL IF FINISHED GRADE OF r GRADE BOTTOM OF VAULT IS AT LEAST V-0" ABOVE THE HIGH i WATER LEVEL. 5. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. APPROVED DEVICES ARE HERSEY, COMBRACO AND FEBCO. BACKFLOW PREVENTOR (N.T.S.) POTABLE WATER DETAILS for p�doc�Qa U931�93 L 0258 -BASE 6 6 DRANK HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS OF Maateller t Moler, Inc. Is vested solely in PROPOSE SANITARY SEWER ACCEPTABLE POTABLE WATER RECLAIMED WATER UTILITY STORM SEWER (GRAVITY & F.M.) VARIANCES DE516wo HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. POTABLE - - 5' C/C 18" 10' 18" 10' 18" documents or any reproduction, display, sole, or WATER 3' 0/0 cHeuceD SEM other dlsposftlon of these documents by organ SEE GENERAL RECLAIMED 5' C/C 5' C/C NOTES: NO.4 18„ - 18„ _ _ Mostetier t Moser, Inc. pursvorlt to the Federal WATER 3' 0/0 3' 0/0 SANITARY 10' 18" 5' C/C 18" - - - - SEWER 3' 0/0 GENERAL NOTES: 4) ACCEPTABLE VARIANCES: 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE SET AS DESCRIBED IN F,D.E.R. RULES OF THE FLORIDA ADMINISTRATION USED FOR AT LEAST ON OF THE PIPES. DUCTILE IRON OR FLORIDA ©2003, MA5TELLER 4 MOLER, INC. CODE (F,A.C.) THESE SEPARATION REQUIREMENTS SHALL APPLY CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM 0258 BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR CLEARANCE IS REGAINED. PROPOSED UTILITY LINES. B. WHERE 18" MINIMUM VERTICAL SEPARATION IS NOT 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL ATTAINABLE CROSSINGS, USE ONE FULL LENGTH OF MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED DUCTILE IRONN OR ENCASED PIPE CENTERED AT THE BY F.A.C. 17-510. OTHER TYPES OF RECLAIMED WATER ARE POINT OF CROSSING. SPECIAL SUPPORT MAY BE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR REQUIRED. SANITARY SEWER SHALL APPLY. C. IF 36" MINIMUM DEPTH OF COVER IS NOT MAINTAINED, 3 ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION REQUIRED, PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY PIPE SEPARATION REQUIREMENTS (N.T.S.) DOUBLE CHECK VALVE BACKFLOW PREVENTER 24" X 24" X 6" THICK CONCRETE PAD AT GATE VALVE FEBCO 805YD EACH VALVE BOX WITH (1) - NO. 3 0 CONTINUOUS. (SHALL BE 36" X 36" IF TESTCOCK ATE VALVE LOCATED IN TRAFFIC WAY.) THREADED UNION (2 REQUIRED) NIPPLE (TYP.)� 90' BEND A (2 REQUIRED) � PRESSU GAUGE 2' Q W/ VALVE (TYP.) m ,,.-TAPPLING FINAL GRADE NOTES 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER /-4"GSP AND YELLOW FOR FORCE MAINS, T;/4;' IG SLEEVE VALVE BOX PAD DETAIL 12 MIN. GATE VALVE ((N.T.S.) -•-� EXISTING MAIN I NEW MAIN`' -•-' 0 NOTE: USE AT POINT(S) OF FILLING MAIN SIZE JUMPER SIZE ALL OTHER LOCATIONS PROPOSED TlE tN VALVE SHALL FOR CONNECTION TO EXISTING MAINS BE LOCKED IN THE 4" * 2" MUST REMAIN ISOLATED UNTIL DEPT. CLOSED POSITION do 6" 4" OF ENV, PROTECTION IS OBTAINED. OPERATED BY COUNTY PERSONNEL ONLY, 8 6 PROCEEDURES FOR FILLING AND FLUSHING IF NO VALVE IS PRC -:"DED, MAINTAIN 8" or LARGER 6" 1, FILL THROUGH BACKFLOW PREVENTOR PH f'jrAL SEPARATION 2. FLUSH 8" AND SMALLER MAINS THROUGH Ur%ML DEPT. OF BACKFLOW PREVENTOR ENV. PROTECTION N OTES 3. FLUSH MAINS LARGER THAN 8" THROUGH LETTER OF CLEARANCE NEW VALVE WITH NOT LESS THAN 10 PSI IS OBTAINED, *1.WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE DROP ACROSS VALVE AND MAINTAIN A SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE MINIMUM PRESSURE OF 35 PSI ON ACTIVE SIDE OF VALVE. AT MAIN CONNECTION. TEMPORARY JUMPER TEMPORARY JUMPER CONNECTION (N.T.S.) SCHEDULE CONST. 16"x 6" WET TAP W/ TAPPING VALVE TO REMAIN CONST. PRESSURE EXIST. GAUGE (TEMPORARY) VALV CONST. 16"x 6"+.TEE (TYP.) A A --CONST. 6"0 GATE VALVE �1 r� (TO BE PLUGGED AFTER ALL TESTING TYP,) CONST. 6"0 90' BEND (TEMPORARY TYP.) CONST. DOUBLE EXIST.ap--„ _ DETECTOR CHECK GRAD4_ VALVE (TEMPORARY) - - REMOVE THIS SECTION (0 OF MAIN AFTER ALL TESTING IS DONE {0 SECTION A -A PROCEEDURES FOR FILLING AND FLUSHING 1. FILL THROUGH BACKFLOW PREVENTOR 2. FLUSH 8" AND SMALLER MAINS THROUGH BACKFLOW PREVENTOR. 3. FLUSH MAINS LARGER THAN 8" THROUGH NEW VALVE WITH AT LEAST 10 PSI DROP ACROSS VALVE AND MAINTAIN A MINIMUM PRESSURE OF 35 PSI ON ACTIVE SIDE OF VALVE. 4. ALL FILLING & FLUSHING SHALL BE IN ACCORDANCE WITH I.R.Co. UTILITY SPECIFICATIONS. FILLING AND FLUSHING D ETAI L (N.T.S.) NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER AS DETERMINED BY UTILITY. 2. LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL ASSEMBLIES BACKFLOW PREVENTION DEVICE. APPLICATIONS SHALL BE REQUIRED TO INSTALL REDUCED HIGH HAZZARD DOUBLE CHECK VALVE PRESSURE BACKFLOW PREVENTION DEVICE AS DETERMINED BY UTILITY. 3. APPROVED EQUALS HAVING FULL UL, USC, ASSE, AND AWWA MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE UTILITY. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY UTILITY, 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE FINISH CONSIDERED FOR APPROVAL IF FINISHED GRADE OF r GRADE BOTTOM OF VAULT IS AT LEAST V-0" ABOVE THE HIGH i WATER LEVEL. 5. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. APPROVED DEVICES ARE HERSEY, COMBRACO AND FEBCO. BACKFLOW PREVENTOR (N.T.S.) POTABLE WATER DETAILS for p�doc�Qa U931�93 0258 -BASE 'Title to oll docrments which bear the copyright DRANK AEK OF Maateller t Moler, Inc. Is vested solely in Masteller t Moler, Inc. These documents are provided to the owner solely In correction with DE516wo SEM this project. Any other use or reuse of these documents or any reproduction, display, sole, or cHeuceD SEM other dlsposftlon of these documents by organ Is expressly prohlbfted without consent of II/03 Mostetier t Moser, Inc. pursvorlt to the Federal DATE Copyright Low.* scAL A5 NOTED 02/20/04 SET I9 OF 30 FLORIDA ©2003, MA5TELLER 4 MOLER, INC. 5TEPHEN E. MOLER, F.E. FL# 331c[3 DW5NO 0258 I LI 1 2 3 4 5 6 TRAFFIC BEARING UTILITY BOX AND TOP WITH LIFTING DEVICE IN TOP, IDENTIFY - Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer UTILIGRADET(ROADWAY) 2' kIN. GRADE SWALE) PIPE D. I. P. I P. V, C. PIPE 7 DIAMETER DIAMETER I (INCHES) 90' 45' 22 '/a 11 '/' 90' 45' 2211,' II '/,' (INCHES) 3- 4' 6' e' 10' 12' 16' 20' 24' 30' STANDARD SEE MANHOLE "T" BRANCH C ' INFLUENT EFFLUENT DETAIL � I r`: i l•'f. ( 3" 30' 15' t0' 5' 40' 20' 10' 5' Y 0 0 0 0 0 0 0 0 0 0 gEE PIPE j'` a B' 6'-O' LD. 8 OPENING _ THREADED / DETAIL 4' 35' 15' 10' 5' 55' 25' 15' 10' 4' I 40' 0 0 0 0 0 0 0 0 0 / 3" BRONZE DISC ANCHORE AIR RELEASE -^�, ' : ": J I B B IN CONC. POST " SIZE OF MAIN VALVE\_1121 P.V.C. 6' 55' 25' 10' 5' ! 80' 35' I 20' I 10' 6' 50' 45' 0 0 0 0 j 0 I 0 0 I 0 + vP P l 6" X 6" CONC. POST -� WATER Iy AND FITTINGS I I � IL O ` STAINLESS /r+• l I MAIN SERVICE • \ i:4r I L I I I I I I I I I 6" MIN. A ,,-STAINLESS Z 2 DIAMETER '' 4'-0' MIN. ;= 8' 65' 30' FS' 10' 90' 40' 20' 10' 8' 75' 70' 40' 0 0 0 0 0 0 0 (TMJ $ STAINLESS STEEL ,b ''_t 8tt �� "COVE DEPTH OF COVER OR BRASS~• 2 e Q' DIAMETER rt' STANDARD LON(I NIPPLE !"; ry STAINLESS STEEL !0' 80' 35' I 20' I IO' I 110' 50' I 25' I 15' IO' I 95' 90' I 70' 40' I 0 0 0 0 0 0.. -r= : ,: RADIUS ELBOW 1/8' DEEP LETTERS" 4 a OR BRASS I C I I I I I I I I r / IO TO BE CAST WITH 3 DIA. _ NIPPLE 12' 95' 40' 20' 10' 130' 55' 30' 15' 12' 120' 115' 100' 75' 40' 0 0 0 0 0 BRONZE DISC AS MFG. BRONZE CO. 2' STAINLESS STEEL ; FILL CONCRETE DOUBLE STRAP �wt,J�-- 2• BRASS CURB I I I I I I I I I I I I I I I I ( FINISHED GRADE SERVICE SADDLE Y'- STOP 16' 120' S0' 25' 15' 165' 70' 35' 20' 16' 160' 155' 140' 125' 100' 70' 0 0 0 0 FORMED. A,e ELEVATION SECTION B -B III II► I I ►11111 Z0' 150' 65' 30' k5' 200' 85' 40' 20' 20' 200' 195` 185' 170' 150' 130' 75' 0 0 0 � PROVIDE OFFSET 40 OFTMAIN FOR OD 24' 1180' I 70' I 35' 20' I 1210' I 90' 45' 125' 24' 1160' 1155' 1150' 140' ( 135' 1120' ( 90' I 50' I 0 I 0 TO BE USED WHERE DROP IS 2' OR MORE II ttt III .-.._.. -.-., I I I I I i l I ! I I I 190' 80' 40' 20' 250' 105' S0' 25' 30' 195' t90' 185' 180' 170' 160' 120' 105' 70' 0 1/2 CUBIC YARD JJOZES SET POST IN CONCRETE D3/41 RAINRGRAVEL OR FORCE MAIN 36' 220' 95' I 45' 125' I I 0 0 0 0 36' 225' I 220' 215' I 210' 205' 195' I 180' 150' 125' I 70' 1, SEE MANHOLE NOTES ON DRAWING NO. S-4, 42' 1245' 105' I 50' 125' 10 0 1 0 1 0 42' 245' 1240' 1235' 1230' 225' 1220' 1205' 180' 1155' 1105' 2• SEE PIPE OPENING DETAIL DRAWING NO. S-10. NOTES II fff 3. SEE MANHOLE EFFLUENT do INFLUENT DETAIL; NOTES { I I I I I I I ( DRAWING NO. S-11. 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY VHERE 48' 260' (j 120' 60' 30' 0 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' 4, SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE I. R. C. D. U. S. 5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. Restrained lengths for Valves, dead ends and Length of restrained joint for larger diameter pipe FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND branches from tees shall be the sane as for PLACED AT SUMMITS IN THE SYSTEM. 90° (deqree) bends 3. SEE TRACER VIRE DETAIL. } (AUTOMATIC - SEWER) TYPE "A" DROP PERMANENT MARKER BELOW GROUND M-10 SCHEDULE AND NOTES MANHOLE D ETAI L AIR RELEASE VALVE DETAIL (A) (N.T.S.) (N.T.S.) (N.T.S.) MANHOLE FRAME & COVER GRADE SEE PIPE OPENING » U.S, FOUNDRY DWO. NO. 420A C� DETAIL (FOR FIELD 24 FROM EDGE OF MANHOLE CLASSIFICATION PROVIDE TRENCH �" " EXISTINGSTRENCH WIDTH 'W'' + 4' MIN. INSTALLATION) MAY TO OUTSIDE OF BELL HEIGHT OBSTRUCTION 35" MIN. SLOPE AS REQ'D. GRADE SURFACE RESTORATION OR P.E. JOINT P MECHANICALLY MIN. BE PRECAST � LEVELING RINDS = COVER SAW EXISTING PAVEME 6„ �•. SEE MANHOLE 2 COURSES MIN. Z EFFLUENT & I I r `` I ` a COURSES MAX. .-* INFLUENT DETAIL 'll 4 RESTRAINED RESSURE MAIN N cre �- JOINTS 45' OR X22 !/2' USE TRACE WIRE W + i i > W MANHOLE FRAME & FINISH GRADE ENCASE AS REQ'D, BENDS M.J. SEE NOTE " COVER U.S. FOUNDRY, i _t...: Cr. i.:<: ;: : v+, w DWG. NO. 420A jj 1 �'"" �Y`'` PIPE TO MANHOLE CONNECTION j O 6 MAX. LAYERS ' TO BE NEOPRENE BOOT WITH � EJ OR OTHER APPROVED errs p STAINLESS STEEL ACCESSORIES i4 3/4• o SPECIAL UTILITY CROSSING - FITTING TYPE METHOD TO ACHIEVE x�x ifl MAINTAIN TRENCH 95X COMPACTION REPLACEMENT 4 3/4 ~ FILL CONCRETE AS MANUFACTURED BY o o �k " WIDTH 2'-0" ABOVE Z / / / / i/ / / / / / _ CONCENTRIC ' Q KOR-N-SEAL OR APP, (FOR FLEXIBL PLASTIC \ '� 18 MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, TOP OF PIPE i SEE NOTE 6 LJMEROCK BASE O U PRECAST HOLES). RAMNECK GASKET IE NOTE 4 CONE I E ft ENATION O E o o AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH -� IN 3 LIFTS AT I I SLOP MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED m 6" MAX. LAYERS OR �- 98X EE PIPE N F--- h IF MINIMUM CLEARANCE CANNOT BE OBTAINED. N M OTHER APPROVED ' ,d DETAIL WG N PIPE JOINT DETAIL AT MANHOLE z/ D D w o SLo� - a' 4 -o Lo. METHOD TO ACHIEVE N ir GRADE 95X COMPACTION FILL2 F'. '�- NOTES OR S'-0" L.>, 2'� MAXIMUM WATER LEVEL 4 MAX. CONCRETE �;I ti; a' A A �_ SLO E TO " r //♦ MAX, WATER LEVEL �O 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE ZZIII CT1O 36 MIN-�� ALLOWABLE DURING LAYERSMAX, %�\/ ALLOWABLE DURING TO MANHOLE CONNECTIONS �d i2 COVER LAYERS AT 95R t ;:-� CONSTRUCTION FILL CONCRETE i PIPE CONSTRUCTION AT ERS MANHOLE EFFLUENT L" '" • SEE NOTE NO. 2 PRESSURE MAIN " 6'-4" O.D. PIPE INVERT E MINI . tea.;, -y. FOR ACCEPTABLE " 3/4 DIA. BEDDING ROCK 12" PIPE! 12" ('TVP) DEFLECTION CppENTEREEA F LHL LENGTH 3/4 DIA. BEDDING ROCK OR PEA ROCK WHERE O.D. UNDISTURBED SOIL B 8c INFLUENT (N , T. S ,) I I t EFFLUENT & S POM4p&F CROSSING OR PEA ROCK WHERE CONDITIONS REQ D. UNDISTURBED SOCONDITIONS REQUIRE TRENCH WIDTH SEE p�E� ENCASE AS REQSEE MANHOLE'D.J OPENING INFLUENT DETAIL -RIENCH WIDTH + ELEVATION SECTION D -D U.S.F. DWG. NO. 420A OR EQUAL. DETAIL l w' MANHOLE COVER. LETTERS 22-3/4' " ELEVATION SECTION A --A STANDARD UTILITY CROSSING - DEFLECTION TYPE NOTES W NOTES MARKED 'SANITARY SEY;ER". I I 2 NOTES 1+ WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, L. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER 2• SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. PROVIDE APPROVED METHOD OF CONSTRUCTION. POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. TO BE USED WHEN CUT CLASSIFICATION 1S 6 0 OR LFA o 0 COVERTHE FITTING TYPE CROSSING BE ALLOWED. 3, COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING 22-15/16" 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE 4• MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2" MIN. THK.) 0000 MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 5, TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. NOTES � �� 20-5/L3' NOTES 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL 6, USE TRACE WIRE - (SEE DETAIL) 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 ❑ ❑ ^ AFTER ASSEMBLY. (2 COATS MINIMUM.) S. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4, 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C. D.U. S. 2. SEE STANDARD MANHOLE CASTING DRAWING 10 S-3 2. SEE STANDARD MANHOLE CASTING DRAWING NO. 5-3. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7• ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN 3, SEE PIPE OPENING DETAIL DRAWING NO. S-10 24-3/4"3. SEE PIPE OPENING :5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. 5-11 ' 3' -Ow I 4. SEE MANHOLE EFFLUENT &DNFLUENT DETAIL DRAWING NO. S-1 1., TRENCH WIDTH "w" - PIPE O.D. Plus 2'-0". • & SEWER IS LESS THAN 18 INCHES. D.I.P... WITH MECHANICAL JOINTS MAY CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER 8. USE TRACE WIRE - SEE DETAIL 3 -O BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE ( ) _FRAME SECTION 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE ENGINEER, WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO STRINGENT, CONCEALED WATERTIGHT AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. PICKHOLE (UNPAVED AREAS) STANDARD SHALLOW NOTES STANDARD DEEP (PAVED AREAS) A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. TRENCH DETAIL TRENCH DETAIL MANHOLE STANDARD MANHOLE MANHOLE UTILITY CROSSINGS DETAIL (N.T.S.) CASTI N G (N.T.S.) (N.T.S.) (N.T.S.) (N.T.S.) (N.T.S.) FINISHED GRADE » TOP OF CAP , '� CAP AT GRADE 4 �`P - DEPTH TO BE DETERMINED IN THE SINGLE 24' X 24' X 6" THICK CONCRETE "'��I • • v / / / /N ' PROPERTY LINE -++- F ROAD (TVP.) 8 PLUG ELEVATA FIELD UTILITIES (TVP) RED TO AVOID AS S ago ON �- PAD AT EACH VALVE BOX WITH (1) $ dP. �pO CROWN " - NO. 3 m CONTINUOUS. (SHALL b 0• L 4 81 NOTE' A KIND" TEXT SIZE �F 1.8' MANHOLE NOTES CONIC. ENCASEMENT s MIN. LATERAL DETNL 4 CLEANOUT Ae CAP BE 36" X 36" IF LOCATED IN ..._ SHALL BE REQUIRED MALL BETWEEN OUTSIDE OIAMizTER$�� rj OF ROAD 4' CLEANOUT AI CAP DRAWING NO, 5-1 STAND PIPE 8' B' P•V•R-3T ASBUILT SURVEY'S. OF PIPE (lYP) 1 11 l-��il ( r v /�jpj f� STAND PIPE TRAFFIC WAY,) ` r.01 0SZ. rL OF ! T.O.P. XL 4.40 < PROPERTY ELEVATION CROWN j -PROPEL 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MIN, TO I a 4' CLEANOUT --PROPERTY LINE'_- OF ROAD ! UNE 2. ALL CEMENT TO BE TYPE II. O MIN. SLOPE 1 4' PER FT. LINE _� MEET OR EXCEED A.S.T.M. A 185. WATER -/ I I v I L STAND PIPE USE GREAT�R IS r 8' L4' BEND ���-------��� --4" CLEANOUT VAIN WHERE POSSIBLE STAND PIPE IL " \ � H PAVEIENT T.OAP. XL 4.48 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 P.S.I. TO ACTION A -A EmLmr OTHER ! 6"x4» O RT IN s"x41 --- 8. MAIN MEET OR EXCEED A,S.T.M. C 478. _TWW SEWER I6" X 4 B' X 4 I WEE' ON N IgWEE' 8. �8D 4, BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL BANMSEyIER CONCRETE SWEEP E L EVAT I O NSWEEP z" CAP s• BE7J03 As REQ'0. I P�./Yg, UXDBR MY 7; STA. 1{.16 CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. ENCASEMENT /DEPTH TO BE /'Y TO�Pl4B& ? F.O.P. XL 4.88 STA. 123+18 5, CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6". CONCRETE DETERMINED IN THE IY ENCASEMENT FIELD AS REQUIRED TO r 2 s`. 30' LONG y 8' 1/8 BEND PY, UXDXR SAN. S, 4 CLEAN OU- RADIUS 8ENO 3/4• AIR RELEASE STA,, 1+22 RY, 2',O.P, BL 6,60 G. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR 0 2'-O' MIN. AVOID UTILITIES. (TYP,) 5 GRAVEL EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). I STAND PIPE NOTES VALVE ovXR A ZAP. XL 8.62 SAA! S t 0 P YL 8,40- V1�p WITH BL. SERVICE 1 ONTINUE GRAVEL BED STSL, 1+38 7, CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. W4N� ° =LWATER MAIN DETECTION TAPE As SHOWN ON O UNDER & PARALLEL TO \ d R,i; TAP \\\ STANDARD I O PIPE INTO UNDISTURBED L+r T.CP. XL. 6.11 - 8' SLEEVE WATERLINE E OVER TOP . LATERA' DETAIL gFN >„ .G� SOIL TO PROPERTY UNE 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER 1+4 SFA.1+E8 STA, 12226 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. f '� r a OF SEWERUNE STANDARD Y BRANCHES 8 ORAWING NO. 5-1 BED AND YELLOW FOR FORCE MAINS, g. P.V. T.O.P. XL 6..4E 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP o TO BE LOCATED IN THE FIELD; STANDARD 'Y' BRANCH 11-� I I I I LJ WHERE POSSIBLE I PIPE INVERT-�= y y, .. TO BE LOCATED IN FIELD 1t-1/{ SRR CONNECTION REQUIRED. -J1� 1 O. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL A !r A �` �'A 4» CLEANOUT VALVE / sr2 2475 v �� STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE .�- INSTALLED PLUG WRAP WJTH SAND EXCAVATION v A LV E BOX PAD D ETAI L P.M. UNDER 72L �b STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE ((TYP) DETECTION TAPE F.M. T.QP. XL 6,36 .. POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION 2V TXL XL 8,26 $ + A DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. _CLASS 1 °- CLASS 22 4` CLEANOUT BENIla (N. T. S.) R!y \ h 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN C d" DS AS � ', FLOOD ZONES. REQUIRED 0 ENCASEMENT DETAILS P PERTY a 62� H.P, ELEV. OF FILL CONCRETE SPACE AROUND OUTSIDE OF PIPE T T 12. NO. 40 EARS 9" O.C. EACH WAY N SLAB (TOP AND BOTTOM). LINE 3/4" GRA TO BE SAME AS O.D. OF PIPE SHALL BE COMPLETELY FILLED . 13.SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING 4)F SEWER MAIN TO BE i WITH NON -SHRINK GROUT• 121+00 122+00 T.O.P. XL6.63 129*00 ANO EXITING MANHOLES. 8 DOUBLE Y N Q OF STREET UNLESS 2 REMOVE CONCRETE AND BEND?' SAN, S. 14.2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE NOTE ` OTHERWISE SHOWN PLANS EXPOSED EXISTING REINFORCING L TOPS AND CASTINGS. �•6 MIN. STEEL AROUND OUTSIDE OF ����-� 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN PIPE. (FOR FIELD NOTES 15.3/4- CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12- & SERVICE SINGLF SERVICE SECTION H -H INSTALLATION) PIPE TO 1.1TALICIZSD PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S. & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED I�mo,d! ROCK EXCAVATION 6" ' ' ' MANHOLE CONNECTION TO BE TO BE PROVIDED BY THE ENGINEER'S CONTRACTORS SURVEYOR TO IRCDUS IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A lLZ ' °OPRENE BOOT WITH ON REPRODUCIBLE ASBUILT SURVEY DRAWINGS; ALL ASBUILT SURVEY'S 16. TRAFFIC BEARING LID ONLY. LENGTH OI PIPE CENTERED AT THE POINT OF CROSSING, L AS TO STAINLESS STEEL ACCESSORIES TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE TYR , LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. IL P LAN VI EW AS MANUFACTURED BY PROVIDED ON A 3 1/2" COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST. AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE KOR-N-SEAL INC. (FOR PRECAST 2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 2• MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER NOTE NOTE � � � HOLES AS A MINIMUM. ) CENTERLINE OF THE PIPE. 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. IN. 3. 3. TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED, LISTED, SEALED FRAME/COVERS. 3. WHERE A 10' D.I.P.MINIMUM DISTANCE CANNOT BE MAINTAINED. BOTH LINES 2, COPPER WIRE SHALL BE INSTALLED ON ALL SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES SHALL BE . WITH MECHANICAL JOINTS OR CONCRETE ENCASED SERVICE LATERALS. » AS CONSTRUCTION PROCEEDS. 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO ITS ENTIRE LENGTH. PIPE OPENING - PIPE O.D. + 6 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER 3. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. 2. ALL LATERALS TO BE PVC (SDR35) AS SHOWN, THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE OR SANITARY - 5/8 PIPE O.D. C OF TURNS TO CLOSE EACH VALVE. ENGINEERED TO A STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (OR ELEVATION 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET LOAD (AASHO H-20). FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. (SHALLOW SEWER) ADDRESS, AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. UTILITY ENCASEMENT STANDARD LATERAL PIPE OPENING DETAIL ( EXAM P LE) MODIFIED RISER LATERAL DETAIL (N.T.s.) N.T.s. UTILITY ETAI �S AS -BUILT DRAWING (N.T.S.) ( ) (N.T.S.) - - 025b -BASE 'Title to oll documents which hear the copyright VRAM AEK of Masteller t Moler, Inc. is vested solely In 1� STILLERMOLER, INC. WASTEWATER DETAILS pr te1dedtothelaoprer3olelyelnec� ,«sw _ DE51f D s this project. Any other vse or reuse of these - other is or o aigtIon of reproduction, these ocumePtsy sale, or - yone GhEGKED a J O LKJ V L� U D UV `,.J � UV L��.1 O W I� � CEJ Is expressly proh0fted wrthovt consent �o _ for Mastelier 1 MOler, Inc. pvrsuant to the Federal DATE II/03 CERTIFICATE OF AUTHORIZATION #4204 Copyright Law•- - NO. DATE DESCRIPTION OR/APP 22055' 14th AVENUE, 1/I BEACH, FLORIDA 32460 0 A5 NOTEDo�Z_16�a 0z,2o,o4 ` /G j� 5 (`772) 567-5300 / FAX (`7721 744-11065WET 20 of 3O R Y J OI Y J SEBASTIAN FLORIDA ©2003, MASTELLER 4 MOLER, ING. 5TEFHEN E. i " IOLER, F.E. FL# 331c13 vwa No 0258 1 12' 12' 7 24' NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. IN 28 DAYS. MIAMI TYPE GUTTER (N. T. S.) LANDSCAPED AREA 1 r) � 1/2• RADIUS �- 18' 14113Ii GONG. CURB PAVEPENT \��\� •.A• •.:/ W BASE SUBSWAVE b• NOTE, I SAW GUT C,ONa'TRUGTiON JOINT THROU61-1 GURBIN9 TO FORM INCREMENT NOT EXCEE0I1`46 25 LINEAL FEET. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESFIVE 5TREN6TH OF 3,000 P.5.1. IN 28 DAYS. HEADED CURB SECTION (N. T. S.) STANDARD DIMENSION NILE% STATED OTHm"50 ASPHALT SURFACE GOUI:ME TYPE S -I OR S-3 PER F.D.O T. STANDARD SPECIFIGATTONS 1-4/2 • w , TACK COAT HK / s• I ROAD BASE LIMEROOK OR C,Et- N COQUINA ROCK LBR-IOD, COMPACTED AT qb% OF AASTATO T-Id0 (MIND. fIOM0 WOU5 SUBMWE MIX STABILIZED TO FLORIDA BEARING VALUE M B VJ OF 50 P.S.1. MIN. AND COMPACTED TO A MIN. OF q5% MAX. DENSITY. SPECIFICATIONS! I. ALL MATERIALS AND METHODS OF GONSTRUGTION SHALL MEET THE SPECIFICATIONS UNDER THE " STANDARD SPECIFICATIONS FOR THE ROAD AND BRID6E CONSTRUCTION BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. 2. TE5TIN6 AN INDEPENDENT TESTING FIRM SHALL BE RETAINED BY THE CONTRACTOR TO PERFORM TESTING ON THE SUB&RADE AND BASE COURSE AS FOLLOWS, t FBV AND DENSITY TESTING BASED ON I TEST PER 10;000 5F OF 5UBGRADE VASE CCXJR9F , DENSITY TEST BASED ON I TEST PER 10,000 SF OF BASE. ASPHALT , THE OWNER RESERVES THE R16HT TO REQUIRE THE CONTRACTOR TO PROVIDE CERTIFICATION INDICATING THAT ALL ASPHALT SURFACE COURSE MATERIAL HAVE PROPER COMPOSITION IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION S.S.. 14191. ALL COMPACTION SHALL BE IN CONFORMANCE WITH AASHTO T-180 TYPICAL PAVING SECTION (N. T. S.) Principle Post Position (Ganted 20' Toward Flow) j Optional Post Posh Post (Options. 2" x 4. O� I � •. 1-33Min. Dta. hood; '>tee! ' r Filter FahIc On Lbs/Ft. MtnJ b• Max, Conformance With , FSec. 4185 FDOT 5pecj Filter Fabric 1 / Stit Flew ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price For Stoked Slit Pence (LF). TYPE -ti's• SILT FENCE NO. DATE + ® 4& type SIR Pence Protection Mound Ditch Bottom Inlets. Do not deploy In a manner than silt fences will act as a dam across permanent Flowing watercourses. Slit Fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS SILT FENCE. DETAIL F.D.O.T. Indexn102 (N. T. S.) DESCRIPTION REV151ON5 1AA L\k R1'-1 (30" x 30") STOP SIGN r17[EC p i �T It 2 3 �.. .. .\ REFERENCE D.O.T. INDEX 212 FOR OUANTITIE5 Y�Yd�IQ 1 ONLY FTP -25 HANDICAP SIGN /r R4-7oR R1--2 KEEP RIGHT SIGN YIELD SIGN TRAFFIC SIGN DETAILS (N. T. S.) _1. 11 1,� yY' I 1 i 1ji ;;7�= ltlVlflD OR R7UCm I / T �� I ranrrxre sus, nr an s nA' Tnsoc O -� IRn,101nClD NM1M �,A- NM/4 TOP VIEW -SINGLE PIPE • SLOPE , 4.1 M11M , TO G PPE FOR PIPET Ib' ANP SMALLBt 2,1 FOR DIMS 24 AFD LARGER Sats 112" a 2 1 14 I, , TO c IPE PPE ftA PS le' Mil 5MALLER veCPCN A41:00. a I FOR PPM 24' AND LARGER OVTs" e0ft or RP! POR S V2' eL.AO G > A toy LEM 04 a. r °°F e f10 RPC .IFR ref44rit'U wt5! APPROVED er ne'50*11M 1 r A01I'e Ta EC fllct D NOM OW iritic! FOR WMW 00 ."000 PAro FaR As PfM cuvezr SECTION MITERED END SECTION DETAIL (N.T.S.) r-TR�J=EIG WEARING SURFACE i `ti�' AS SHOWN ON PLANS ---- E06E OF PAVEMENT SETBACK 1 I C 4 SPADE 'i REGULATED BY PARKINS STALL ( , �j ' i r r[ DEPTH, SEE PLANS I 5XM P.S.I. PRECAST CONCRETE 1 'r I TIRE STOP, 6'-0' iN LEN&TH � 1 LONE i - 1I i I-1 I I -I I (-III-III-III-III-I 11=1 ISI �l=l I I TOP Vi EW (2) 16" LONG, #5 REBARS 4' THK. SET IN PAVEMENT Com• 4'-1-1 4. LoJ1b' TIRE STOP DETAIL SECTION (N.T.S.) ENERGY DISSIPATOR DETAIL (N.T.S.) 1 � � 4 6" 1'-6" -' � � -►� star. - s ' (9" Min. 2'-O" 'Note, "ver used on filch side of r'oad+ajs, the crow elope of the gutter shall match the cross slope of the adjacent pavement . the thickness of the lip shall be 6". Mess otherwise shGan on plans. TYPE "F" CURB & GUTTER (N.T.S.) 4'-3• 7 7- t. 5'-4• RECOMMENDED MAXIMUM PIPE 517 -'ES 4'-3• A b, b' Zr Clear b` b• INLET INSIDE Wi0TH PIPE SIZE P' I I tea' PI "I 2' -Ir 24' $ ��' 51. ? IEE 4,-0. a6. .¢# 3 - " Note, Recommended sizes aro for concrete pipe. �2. ' , I Sizes for other types of pipe must be ` i F verified for fit In occordance with Index x� a a No. 201. For iarcjer plpG sea bottom 1500 t detail rk and Index No 200. O B B --•- - 6ENERAL NOTES Y 1. This Inlet with parallel bar grate sholl be used for limited access J L - t 1 8 4'-O' S• facilities and other bicycle restricted foollities subject to Aeavy n OT 2,_11. b• S o loads; arid, may be used In locotions where Inlets Type A and B, W 7 2' b• 1 Z with wide grate opening, ire unacceptable. on limited occess X faatlites with designated bicycle MC055 and on oil other facilities, Including roads overpae5Ing limited access highways, the reticulin grate shoo be used. I 2• Uew' 2_Uew, I '1 2. ReMorcig ataoi alt No. 4 baro at IZ` carfare both ways with Q 2' clearance to neide of walls and bottom. Bars to be cut or bent 11 for I,�InInnxn clearance around pipe. �f'11 511 2 Gbar ^� 2. C4ear 3. Ail exposed edges and com'ners shall be toolsred t0 radtn. 4. 1•ilen Alternate 8 grans h specified in aims, the dote b to be A� hot dipped galvanized OFter fabrication. fYAtFlout Ori) �- �- I 5. For Supplementary details see Index Nos. 200 and 201. PLAN SECTION BB SECTION AA NOTE: THE GRATE ELEVATION5 5HONN ON THE PLAN 4'-S' OA Ta out. REFLEOT THE EDGE OF PAVEMENT '-V '�• '•�• Thle"tical evtter I" "rt I W49 �1 Gross Boa -'°� ITT 7-0. b. 11-01 Lip Of O' 0' {�`- I -�- ■,.�• _ - - WBaro Te Main BaTo'' (see Deta,1 Beiaw -�-- r. - ir• - - - � - - F Mai Bars 5'4' (Notched Par Gross Bar's)) tv-+o! 2jh_ Gross Bar< �' � continuous Hold At Mon Ban Notches) SECTION DD SECTION GG Main Bars And Gross Bars Flush On Top. 4-a• -, I _,.I. -I lrklec p3' Ayttd Trareltion To Be � �Iro 3hoL>fder To Be Paid For As Inlet To Ba Pald For As Shoulder eufew G DETAIL iij vi X For &'t' Detwis Back OF hq� Back of suets;' See Index No. 231 D I �..y�•--�"_" �'� rE £ I Inst N is Car TOP VlEhlS F S• Gtr%. All 1'S• Butter Line w " J • t " t " 1 1 • I 1 " LIP Of Outta- #•� SECTION EE /a�a�r• &_"e int, SHOULDER GUTTER TRAN51TION DETAIL OF BAR STUB SECTION FF TYPE "S" GUTTER INLET STEEL CRATE N.T.S. i ll i i u ui i i i i iii i NO.B f- EDGE OF PAVEMENTL I 31-4• I ( 51-51, 1/4 2 2-I/4• 2-1/4• -' / TRANSTION FROM � � / 2-1/4• MIAMI CURB TO • 2'-0' + " 41-10 �- _, W CURB A SPILLWAY '•fit d--+�-EYE BOLT � o •--- � -EYE BOLT SLS INDEX 201 SEE INDEX 201 LM B KAMAT SOIL ER05ION s'-"' PLAN MATTIN6 OR PLAN PLAN APPROVED EQUAL Wi eN r .t •• - b' 21-0* 2-1/4" iokR i IGRA 2-V4' j 2-1/4" O O O 2O1&�TEr o -cLAR }-+ YBOLT 2' � E SBOLT IE201?� SL: INDEX 201 4„� s4 BARS 6•O. O 0 O OSECTION A -A d b 01 Io �- 04 BARS • I2' Ctrs. � � (o --- 04 BARS. 12' Ctrs. 41`4 BARS 12' O.G. L iv I` ' 2CLEAR _ J 2' CLEAR u `��v Ir" •� . ' 12 SECTION SEE _GAL SECTION SECTION i / / RECOMMENDED MAXIMUM PIPE SIZE: - " RECOMMENDED MAXIMUM PIPE SIZE: SECTION B -B 2'-O" WALL- 15" PIPE 3 I WALL- 24 PIPE 4'-f" WALL- 36 PIPE 3'-1' HALL- 24" PIPE TYPE "D" INLET CONCRETE FLUME DETAIL TYPE "C" INLET (N.T.S.> (N.T.S.) (N. T. S.) MA STELLER &MOLER, INC. CONSTRUCTION DETAILS 99M@UaFoac� c jk_ o �Q� for CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32C160 p � (� a@,,�M 0 93 n R Qh72) 567-5300 / FAX h72) 7Q4-1106 5EBA5TIAN Lir""L� UPJ L� 1 Type A Or B Rlser� Top Slab RAW 9uppbniental Bar A Or' B 1 TWe A Or B Riser \ Baro A Short I AT TOP A AB 2 Add@brei Bora A ►"�1 e 2- 5. O. G. [See Section t3 s •5 Hoop Bos ..� - w ; 5 Hoop Bcu B [2 Lc>p 8 ices I'ermkted) (See Section A Ns A • 4 Hoop Bar \ ' AA A 2 Adeltlonal Bars �- -+-I2 -- Hit �g�p K" L .I d` �o a 5' Max. O. G. Eochr < - +, Side Of open" n 10• �- 2- M's Each o' p '� PlacReference Axis NOTE, Vcriatioms M shear' key dknernlos5 Ek" A And B At 45 R ' 2 Additional Ba A will be permitted subject to the T �- 0 5' O. G. Engineer's approval. ' Parallel Bo's 8 Bars B L Inlay' ShearKoy IWO Sea Section A- (see 5ectla BB --6B i�°1#' e1 .... TOP SLAB REINFORCING STEEL DI,46RAM TOP SLAB REINFOROiN5 STEEL DIAGRAM �� `* € Bottom Slab Renta of►3 ti, AT BOTFYJf4 SLAB , LL j G 1L { ! p� *4 e 12' Sri ° 3 -6• ITyp j 04 e t2' BW lhbr ttontal Bars :61 :6 1 I o o (Horizontal Bar'sContinuouS a i 30rb. _. b' corners For��d CI 7S Corners FoContinuous r olrlld t 4'"0• RectAngula" Pis" $ � 6' Rectangular Moore) ark � � To Maintain L ( 2 -Extra * 4's `� I ` •' (see�Sectlory G I�" B Each Side And •4 Ties 0 12' 04. o ' Above Opening t Vertical Wali Reinforcng LL o o $ Y $ I I� (See Tcblol Renfor� f o ~ A 04'* 12" O.G. oyy f b0 - u - o ' Eah Way b aI 0 IRelin am HONzditaI Poll ReMfciy k 8 G G IL r 8 it an l5ee Table) tL s5 Perlpherol �1 I I b. ReMorcdnent [_ I Wptl RenForoIng oBora A/ " Baro B Bars Al- �. Bars B SECTION G -C k� ALTERNATE Ay, $ ALTERNATE B I`- SECTION A-A�4 SECTION B -B R • SPECIAL TOP SLAB NaM Wien the inside diameter of a round structure is .js NOTE, Provide extra reinforcing each side of each opening Y not more than I. -b" larger than the opening In YI'- at s• maxmun spocirg ecIval to half the crow of vertical I the riser or top slab, the top of the structure reinForcment removed by the open" and provide the or, riser shall be constructed according to the same area of relnforcment alcove each opening of 3' •5pectal Top Slab• details on this sheet. maximum spacing as removed by the opening. 6Et•ERAL NOTES _ i. Standard structvre bottoms 4'-0' diameter and smaller b. Structure bottoms mal be used in coir_pictlori with curb 10. The corder fillets shown are necasedU for rbctaxAvkr (Alt. A) and 3'-6' square (Alt. B) aro designated T P. Inlet tops T s 1, 2,3, 4, 5, 6, 9, 10, and a►y structures used with ocular users and Met throbs 6na a nnalrinDle Or Ion box unless otherwise shown k+ the used on skew wlth rec lar r' -inlet and Inlet Larger staxfard structure boltorns are designated Typo J. p{ons or of r standard draw Alt. B structure throats. Fillets will be tere►�Q{u�red n Ireu of the bottom Risers are permitted FOP ail structures. bot _ slab of the Alt. 8 rise,- Nisar used T �ryl t 8 or ditch bottom) Inlettvnless oh aft therwise 2. Halls of aradar strvatvres (Alternate A) constructed in ° a^ with the Alt. A box. Each Fillet shall be reinforced with 2 - place may be of non -reinforced concrete or, brick or In the plans other stancda d d swings. *5 bars. t rGInfo^ced concrete. Precast and reatanqu kl" structures - - (Alternate B) shall be constructed of rolorced 11. Inlet throats riser or monF,Dle to shalt be secured to - - concrete only. 7. Ractonclular structures may be rotated as directed laj the structures as shown on Index No. 201. F order to factlltate comectkoms between the 3. Wall thickness and reinore reinforcement afor either s "t1v walls and storm sewer pipes. reinforced cost -h -place {. with depths over 14'are to be checked for or precast concrete units except that precast crcvl r units 8. Except when AC hooks are ciftcoll rei;uNed by design. project r'oJ dralric e. - emlae n EpC y r i mW be f M1 isiYd with walls h Accordance with Dither dna t hooks the tap G1nd botwm slab8 may ve ep aced A.S.TM. G-4'18 (gyt�p to 5b' diameter) or AS.T.M. 0-76, Glass with stral�It embadnents or =lJoherat reWorcement n 0. chits larger than starxfcrd may be substituted '�•� B Wall, modlfbd where the eltipUcol steel ca area aaaardance with the renforcemCM detail shown wider' 'Rebar at the Gant/`aatA^b Owhen these units will not cause _ P 5trataht End Embedment Or Per erol Rehforcement In Llev or Inuaose tha sGverlW of Cilli carflicts. Such IcrgGr Is placed In the carrier' one -thud o the HOII• /1GI ' units shall be kNvnover Ut no rttonal cost to the - of Standard Hooks For Top Aid Bottom Slain', Index No. peep went. Larger 4. Top and floor slob thickness and rerlforcemcnt ore for 201, Sheet 9 of 6.epi gun precast and cost h place construction. Top and floor stabs Alternate A to Ea r TYNsani of to this Fs In %Moll tx of Gloss "... concrete. Concrete as speatfted In G�7pr'OVC7 the n9 app - ASTM. G -4 -lb (4000 pal) may be used in lieu of Gloss - and 9. All steel bars shall have li mininnM cover unless otherwise a►�mj Glass concrete n preac»t Iters ma'aufacturod In plants ehowrn. Horizontal steel in rectmgrlar strvctvros shall be which are under the `S=id Operating Procedures' For, the lopped a ronimum of 24 bar diameters at corners. 14. Per monhole and tion box tops, for Fnames and Inspection of precast dratrraga products. covers, and, for sLlementary 5. All rolnFarcement shalt be A,S.TM. A615, Erode 60 or 65 details see index No. 201. K54 welded wire fabric, erther smooth or deformed. TYPE "P" STRUCTURE (N. T. S. 0258 -BASE *Titlof kest aer 9 ler nc. Is sa de us� in to - to �' DRAM AEK Has air provided to the owner solehj In Connection with DE516PED �JEM this project. Any other use or reuse of these documents or ony reproduction, di5pfoy, sole, or, CHECKED CHEM other civositlon of these documents " anyone is expressly prohibited without Consent of (Hosteller 0 Molar, Inc. pur5vcmt to the Federal i DATE 11/03 Copyright Law.' s 02/20/04 SCALE AS NOTED }�' �94EET 21 OF 30 FLORIDA ©2003, MASTELLER t MOLFR, INC. STET -D HEI Y E. MOLER, F.E. FL# 331c13 owe NO O2S8 6 I 4'-3• 7 7- t. 5'-4• RECOMMENDED MAXIMUM PIPE 517 -'ES 4'-3• A b, b' Zr Clear b` b• INLET INSIDE Wi0TH PIPE SIZE P' I I tea' PI "I 2' -Ir 24' $ ��' 51. ? IEE 4,-0. a6. .¢# 3 - " Note, Recommended sizes aro for concrete pipe. �2. ' , I Sizes for other types of pipe must be ` i F verified for fit In occordance with Index x� a a No. 201. For iarcjer plpG sea bottom 1500 t detail rk and Index No 200. O B B --•- - 6ENERAL NOTES Y 1. This Inlet with parallel bar grate sholl be used for limited access J L - t 1 8 4'-O' S• facilities and other bicycle restricted foollities subject to Aeavy n OT 2,_11. b• S o loads; arid, may be used In locotions where Inlets Type A and B, W 7 2' b• 1 Z with wide grate opening, ire unacceptable. on limited occess X faatlites with designated bicycle MC055 and on oil other facilities, Including roads overpae5Ing limited access highways, the reticulin grate shoo be used. I 2• Uew' 2_Uew, I '1 2. ReMorcig ataoi alt No. 4 baro at IZ` carfare both ways with Q 2' clearance to neide of walls and bottom. Bars to be cut or bent 11 for I,�InInnxn clearance around pipe. �f'11 511 2 Gbar ^� 2. C4ear 3. Ail exposed edges and com'ners shall be toolsred t0 radtn. 4. 1•ilen Alternate 8 grans h specified in aims, the dote b to be A� hot dipped galvanized OFter fabrication. fYAtFlout Ori) �- �- I 5. For Supplementary details see Index Nos. 200 and 201. PLAN SECTION BB SECTION AA NOTE: THE GRATE ELEVATION5 5HONN ON THE PLAN 4'-S' OA Ta out. REFLEOT THE EDGE OF PAVEMENT '-V '�• '•�• Thle"tical evtter I" "rt I W49 �1 Gross Boa -'°� ITT 7-0. b. 11-01 Lip Of O' 0' {�`- I -�- ■,.�• _ - - WBaro Te Main BaTo'' (see Deta,1 Beiaw -�-- r. - ir• - - - � - - F Mai Bars 5'4' (Notched Par Gross Bar's)) tv-+o! 2jh_ Gross Bar< �' � continuous Hold At Mon Ban Notches) SECTION DD SECTION GG Main Bars And Gross Bars Flush On Top. 4-a• -, I _,.I. -I lrklec p3' Ayttd Trareltion To Be � �Iro 3hoL>fder To Be Paid For As Inlet To Ba Pald For As Shoulder eufew G DETAIL iij vi X For &'t' Detwis Back OF hq� Back of suets;' See Index No. 231 D I �..y�•--�"_" �'� rE £ I Inst N is Car TOP VlEhlS F S• Gtr%. All 1'S• Butter Line w " J • t " t " 1 1 • I 1 " LIP Of Outta- #•� SECTION EE /a�a�r• &_"e int, SHOULDER GUTTER TRAN51TION DETAIL OF BAR STUB SECTION FF TYPE "S" GUTTER INLET STEEL CRATE N.T.S. i ll i i u ui i i i i iii i NO.B f- EDGE OF PAVEMENTL I 31-4• I ( 51-51, 1/4 2 2-I/4• 2-1/4• -' / TRANSTION FROM � � / 2-1/4• MIAMI CURB TO • 2'-0' + " 41-10 �- _, W CURB A SPILLWAY '•fit d--+�-EYE BOLT � o •--- � -EYE BOLT SLS INDEX 201 SEE INDEX 201 LM B KAMAT SOIL ER05ION s'-"' PLAN MATTIN6 OR PLAN PLAN APPROVED EQUAL Wi eN r .t •• - b' 21-0* 2-1/4" iokR i IGRA 2-V4' j 2-1/4" O O O 2O1&�TEr o -cLAR }-+ YBOLT 2' � E SBOLT IE201?� SL: INDEX 201 4„� s4 BARS 6•O. O 0 O OSECTION A -A d b 01 Io �- 04 BARS • I2' Ctrs. � � (o --- 04 BARS. 12' Ctrs. 41`4 BARS 12' O.G. L iv I` ' 2CLEAR _ J 2' CLEAR u `��v Ir" •� . ' 12 SECTION SEE _GAL SECTION SECTION i / / RECOMMENDED MAXIMUM PIPE SIZE: - " RECOMMENDED MAXIMUM PIPE SIZE: SECTION B -B 2'-O" WALL- 15" PIPE 3 I WALL- 24 PIPE 4'-f" WALL- 36 PIPE 3'-1' HALL- 24" PIPE TYPE "D" INLET CONCRETE FLUME DETAIL TYPE "C" INLET (N.T.S.> (N.T.S.) (N. T. S.) MA STELLER &MOLER, INC. CONSTRUCTION DETAILS 99M@UaFoac� c jk_ o �Q� for CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32C160 p � (� a@,,�M 0 93 n R Qh72) 567-5300 / FAX h72) 7Q4-1106 5EBA5TIAN Lir""L� UPJ L� 1 Type A Or B Rlser� Top Slab RAW 9uppbniental Bar A Or' B 1 TWe A Or B Riser \ Baro A Short I AT TOP A AB 2 Add@brei Bora A ►"�1 e 2- 5. O. G. [See Section t3 s •5 Hoop Bos ..� - w ; 5 Hoop Bcu B [2 Lc>p 8 ices I'ermkted) (See Section A Ns A • 4 Hoop Bar \ ' AA A 2 Adeltlonal Bars �- -+-I2 -- Hit �g�p K" L .I d` �o a 5' Max. O. G. Eochr < - +, Side Of open" n 10• �- 2- M's Each o' p '� PlacReference Axis NOTE, Vcriatioms M shear' key dknernlos5 Ek" A And B At 45 R ' 2 Additional Ba A will be permitted subject to the T �- 0 5' O. G. Engineer's approval. ' Parallel Bo's 8 Bars B L Inlay' ShearKoy IWO Sea Section A- (see 5ectla BB --6B i�°1#' e1 .... TOP SLAB REINFORCING STEEL DI,46RAM TOP SLAB REINFOROiN5 STEEL DIAGRAM �� `* € Bottom Slab Renta of►3 ti, AT BOTFYJf4 SLAB , LL j G 1L { ! p� *4 e 12' Sri ° 3 -6• ITyp j 04 e t2' BW lhbr ttontal Bars :61 :6 1 I o o (Horizontal Bar'sContinuouS a i 30rb. _. b' corners For��d CI 7S Corners FoContinuous r olrlld t 4'"0• RectAngula" Pis" $ � 6' Rectangular Moore) ark � � To Maintain L ( 2 -Extra * 4's `� I ` •' (see�Sectlory G I�" B Each Side And •4 Ties 0 12' 04. o ' Above Opening t Vertical Wali Reinforcng LL o o $ Y $ I I� (See Tcblol Renfor� f o ~ A 04'* 12" O.G. oyy f b0 - u - o ' Eah Way b aI 0 IRelin am HONzditaI Poll ReMfciy k 8 G G IL r 8 it an l5ee Table) tL s5 Perlpherol �1 I I b. ReMorcdnent [_ I Wptl RenForoIng oBora A/ " Baro B Bars Al- �. Bars B SECTION G -C k� ALTERNATE Ay, $ ALTERNATE B I`- SECTION A-A�4 SECTION B -B R • SPECIAL TOP SLAB NaM Wien the inside diameter of a round structure is .js NOTE, Provide extra reinforcing each side of each opening Y not more than I. -b" larger than the opening In YI'- at s• maxmun spocirg ecIval to half the crow of vertical I the riser or top slab, the top of the structure reinForcment removed by the open" and provide the or, riser shall be constructed according to the same area of relnforcment alcove each opening of 3' •5pectal Top Slab• details on this sheet. maximum spacing as removed by the opening. 6Et•ERAL NOTES _ i. Standard structvre bottoms 4'-0' diameter and smaller b. Structure bottoms mal be used in coir_pictlori with curb 10. The corder fillets shown are necasedU for rbctaxAvkr (Alt. A) and 3'-6' square (Alt. B) aro designated T P. Inlet tops T s 1, 2,3, 4, 5, 6, 9, 10, and a►y structures used with ocular users and Met throbs 6na a nnalrinDle Or Ion box unless otherwise shown k+ the used on skew wlth rec lar r' -inlet and Inlet Larger staxfard structure boltorns are designated Typo J. p{ons or of r standard draw Alt. B structure throats. Fillets will be tere►�Q{u�red n Ireu of the bottom Risers are permitted FOP ail structures. bot _ slab of the Alt. 8 rise,- Nisar used T �ryl t 8 or ditch bottom) Inlettvnless oh aft therwise 2. Halls of aradar strvatvres (Alternate A) constructed in ° a^ with the Alt. A box. Each Fillet shall be reinforced with 2 - place may be of non -reinforced concrete or, brick or In the plans other stancda d d swings. *5 bars. t rGInfo^ced concrete. Precast and reatanqu kl" structures - - (Alternate B) shall be constructed of rolorced 11. Inlet throats riser or monF,Dle to shalt be secured to - - concrete only. 7. Ractonclular structures may be rotated as directed laj the structures as shown on Index No. 201. F order to factlltate comectkoms between the 3. Wall thickness and reinore reinforcement afor either s "t1v walls and storm sewer pipes. reinforced cost -h -place {. with depths over 14'are to be checked for or precast concrete units except that precast crcvl r units 8. Except when AC hooks are ciftcoll rei;uNed by design. project r'oJ dralric e. - emlae n EpC y r i mW be f M1 isiYd with walls h Accordance with Dither dna t hooks the tap G1nd botwm slab8 may ve ep aced A.S.TM. G-4'18 (gyt�p to 5b' diameter) or AS.T.M. 0-76, Glass with stral�It embadnents or =lJoherat reWorcement n 0. chits larger than starxfcrd may be substituted '�•� B Wall, modlfbd where the eltipUcol steel ca area aaaardance with the renforcemCM detail shown wider' 'Rebar at the Gant/`aatA^b Owhen these units will not cause _ P 5trataht End Embedment Or Per erol Rehforcement In Llev or Inuaose tha sGverlW of Cilli carflicts. Such IcrgGr Is placed In the carrier' one -thud o the HOII• /1GI ' units shall be kNvnover Ut no rttonal cost to the - of Standard Hooks For Top Aid Bottom Slain', Index No. peep went. Larger 4. Top and floor slob thickness and rerlforcemcnt ore for 201, Sheet 9 of 6.epi gun precast and cost h place construction. Top and floor stabs Alternate A to Ea r TYNsani of to this Fs In %Moll tx of Gloss "... concrete. Concrete as speatfted In G�7pr'OVC7 the n9 app - ASTM. G -4 -lb (4000 pal) may be used in lieu of Gloss - and 9. All steel bars shall have li mininnM cover unless otherwise a►�mj Glass concrete n preac»t Iters ma'aufacturod In plants ehowrn. Horizontal steel in rectmgrlar strvctvros shall be which are under the `S=id Operating Procedures' For, the lopped a ronimum of 24 bar diameters at corners. 14. Per monhole and tion box tops, for Fnames and Inspection of precast dratrraga products. covers, and, for sLlementary 5. All rolnFarcement shalt be A,S.TM. A615, Erode 60 or 65 details see index No. 201. K54 welded wire fabric, erther smooth or deformed. TYPE "P" STRUCTURE (N. T. S. 0258 -BASE *Titlof kest aer 9 ler nc. Is sa de us� in to - to �' DRAM AEK Has air provided to the owner solehj In Connection with DE516PED �JEM this project. Any other use or reuse of these documents or ony reproduction, di5pfoy, sole, or, CHECKED CHEM other civositlon of these documents " anyone is expressly prohibited without Consent of (Hosteller 0 Molar, Inc. pur5vcmt to the Federal i DATE 11/03 Copyright Law.' s 02/20/04 SCALE AS NOTED }�' �94EET 21 OF 30 FLORIDA ©2003, MASTELLER t MOLFR, INC. STET -D HEI Y E. MOLER, F.E. FL# 331c13 owe NO O2S8 I 4'-3• 7 7- t. 5'-4• RECOMMENDED MAXIMUM PIPE 517 -'ES 4'-3• A b, b' Zr Clear b` b• INLET INSIDE Wi0TH PIPE SIZE P' I I tea' PI "I 2' -Ir 24' $ ��' 51. ? IEE 4,-0. a6. .¢# 3 - " Note, Recommended sizes aro for concrete pipe. �2. ' , I Sizes for other types of pipe must be ` i F verified for fit In occordance with Index x� a a No. 201. For iarcjer plpG sea bottom 1500 t detail rk and Index No 200. O B B --•- - 6ENERAL NOTES Y 1. This Inlet with parallel bar grate sholl be used for limited access J L - t 1 8 4'-O' S• facilities and other bicycle restricted foollities subject to Aeavy n OT 2,_11. b• S o loads; arid, may be used In locotions where Inlets Type A and B, W 7 2' b• 1 Z with wide grate opening, ire unacceptable. on limited occess X faatlites with designated bicycle MC055 and on oil other facilities, Including roads overpae5Ing limited access highways, the reticulin grate shoo be used. I 2• Uew' 2_Uew, I '1 2. ReMorcig ataoi alt No. 4 baro at IZ` carfare both ways with Q 2' clearance to neide of walls and bottom. Bars to be cut or bent 11 for I,�InInnxn clearance around pipe. �f'11 511 2 Gbar ^� 2. C4ear 3. Ail exposed edges and com'ners shall be toolsred t0 radtn. 4. 1•ilen Alternate 8 grans h specified in aims, the dote b to be A� hot dipped galvanized OFter fabrication. fYAtFlout Ori) �- �- I 5. For Supplementary details see Index Nos. 200 and 201. PLAN SECTION BB SECTION AA NOTE: THE GRATE ELEVATION5 5HONN ON THE PLAN 4'-S' OA Ta out. REFLEOT THE EDGE OF PAVEMENT '-V '�• '•�• Thle"tical evtter I" "rt I W49 �1 Gross Boa -'°� ITT 7-0. b. 11-01 Lip Of O' 0' {�`- I -�- ■,.�• _ - - WBaro Te Main BaTo'' (see Deta,1 Beiaw -�-- r. - ir• - - - � - - F Mai Bars 5'4' (Notched Par Gross Bar's)) tv-+o! 2jh_ Gross Bar< �' � continuous Hold At Mon Ban Notches) SECTION DD SECTION GG Main Bars And Gross Bars Flush On Top. 4-a• -, I _,.I. -I lrklec p3' Ayttd Trareltion To Be � �Iro 3hoL>fder To Be Paid For As Inlet To Ba Pald For As Shoulder eufew G DETAIL iij vi X For &'t' Detwis Back OF hq� Back of suets;' See Index No. 231 D I �..y�•--�"_" �'� rE £ I Inst N is Car TOP VlEhlS F S• Gtr%. All 1'S• Butter Line w " J • t " t " 1 1 • I 1 " LIP Of Outta- #•� SECTION EE /a�a�r• &_"e int, SHOULDER GUTTER TRAN51TION DETAIL OF BAR STUB SECTION FF TYPE "S" GUTTER INLET STEEL CRATE N.T.S. i ll i i u ui i i i i iii i NO.B f- EDGE OF PAVEMENTL I 31-4• I ( 51-51, 1/4 2 2-I/4• 2-1/4• -' / TRANSTION FROM � � / 2-1/4• MIAMI CURB TO • 2'-0' + " 41-10 �- _, W CURB A SPILLWAY '•fit d--+�-EYE BOLT � o •--- � -EYE BOLT SLS INDEX 201 SEE INDEX 201 LM B KAMAT SOIL ER05ION s'-"' PLAN MATTIN6 OR PLAN PLAN APPROVED EQUAL Wi eN r .t •• - b' 21-0* 2-1/4" iokR i IGRA 2-V4' j 2-1/4" O O O 2O1&�TEr o -cLAR }-+ YBOLT 2' � E SBOLT IE201?� SL: INDEX 201 4„� s4 BARS 6•O. O 0 O OSECTION A -A d b 01 Io �- 04 BARS • I2' Ctrs. � � (o --- 04 BARS. 12' Ctrs. 41`4 BARS 12' O.G. L iv I` ' 2CLEAR _ J 2' CLEAR u `��v Ir" •� . ' 12 SECTION SEE _GAL SECTION SECTION i / / RECOMMENDED MAXIMUM PIPE SIZE: - " RECOMMENDED MAXIMUM PIPE SIZE: SECTION B -B 2'-O" WALL- 15" PIPE 3 I WALL- 24 PIPE 4'-f" WALL- 36 PIPE 3'-1' HALL- 24" PIPE TYPE "D" INLET CONCRETE FLUME DETAIL TYPE "C" INLET (N.T.S.> (N.T.S.) (N. T. S.) MA STELLER &MOLER, INC. CONSTRUCTION DETAILS 99M@UaFoac� c jk_ o �Q� for CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32C160 p � (� a@,,�M 0 93 n R Qh72) 567-5300 / FAX h72) 7Q4-1106 5EBA5TIAN Lir""L� UPJ L� 1 Type A Or B Rlser� Top Slab RAW 9uppbniental Bar A Or' B 1 TWe A Or B Riser \ Baro A Short I AT TOP A AB 2 Add@brei Bora A ►"�1 e 2- 5. O. G. [See Section t3 s •5 Hoop Bos ..� - w ; 5 Hoop Bcu B [2 Lc>p 8 ices I'ermkted) (See Section A Ns A • 4 Hoop Bar \ ' AA A 2 Adeltlonal Bars �- -+-I2 -- Hit �g�p K" L .I d` �o a 5' Max. O. G. Eochr < - +, Side Of open" n 10• �- 2- M's Each o' p '� PlacReference Axis NOTE, Vcriatioms M shear' key dknernlos5 Ek" A And B At 45 R ' 2 Additional Ba A will be permitted subject to the T �- 0 5' O. G. Engineer's approval. ' Parallel Bo's 8 Bars B L Inlay' ShearKoy IWO Sea Section A- (see 5ectla BB --6B i�°1#' e1 .... TOP SLAB REINFORCING STEEL DI,46RAM TOP SLAB REINFOROiN5 STEEL DIAGRAM �� `* € Bottom Slab Renta of►3 ti, AT BOTFYJf4 SLAB , LL j G 1L { ! p� *4 e 12' Sri ° 3 -6• ITyp j 04 e t2' BW lhbr ttontal Bars :61 :6 1 I o o (Horizontal Bar'sContinuouS a i 30rb. _. b' corners For��d CI 7S Corners FoContinuous r olrlld t 4'"0• RectAngula" Pis" $ � 6' Rectangular Moore) ark � � To Maintain L ( 2 -Extra * 4's `� I ` •' (see�Sectlory G I�" B Each Side And •4 Ties 0 12' 04. o ' Above Opening t Vertical Wali Reinforcng LL o o $ Y $ I I� (See Tcblol Renfor� f o ~ A 04'* 12" O.G. oyy f b0 - u - o ' Eah Way b aI 0 IRelin am HONzditaI Poll ReMfciy k 8 G G IL r 8 it an l5ee Table) tL s5 Perlpherol �1 I I b. ReMorcdnent [_ I Wptl RenForoIng oBora A/ " Baro B Bars Al- �. Bars B SECTION G -C k� ALTERNATE Ay, $ ALTERNATE B I`- SECTION A-A�4 SECTION B -B R • SPECIAL TOP SLAB NaM Wien the inside diameter of a round structure is .js NOTE, Provide extra reinforcing each side of each opening Y not more than I. -b" larger than the opening In YI'- at s• maxmun spocirg ecIval to half the crow of vertical I the riser or top slab, the top of the structure reinForcment removed by the open" and provide the or, riser shall be constructed according to the same area of relnforcment alcove each opening of 3' •5pectal Top Slab• details on this sheet. maximum spacing as removed by the opening. 6Et•ERAL NOTES _ i. Standard structvre bottoms 4'-0' diameter and smaller b. Structure bottoms mal be used in coir_pictlori with curb 10. The corder fillets shown are necasedU for rbctaxAvkr (Alt. A) and 3'-6' square (Alt. B) aro designated T P. Inlet tops T s 1, 2,3, 4, 5, 6, 9, 10, and a►y structures used with ocular users and Met throbs 6na a nnalrinDle Or Ion box unless otherwise shown k+ the used on skew wlth rec lar r' -inlet and Inlet Larger staxfard structure boltorns are designated Typo J. p{ons or of r standard draw Alt. B structure throats. Fillets will be tere►�Q{u�red n Ireu of the bottom Risers are permitted FOP ail structures. bot _ slab of the Alt. 8 rise,- Nisar used T �ryl t 8 or ditch bottom) Inlettvnless oh aft therwise 2. Halls of aradar strvatvres (Alternate A) constructed in ° a^ with the Alt. A box. Each Fillet shall be reinforced with 2 - place may be of non -reinforced concrete or, brick or In the plans other stancda d d swings. *5 bars. t rGInfo^ced concrete. Precast and reatanqu kl" structures - - (Alternate B) shall be constructed of rolorced 11. Inlet throats riser or monF,Dle to shalt be secured to - - concrete only. 7. Ractonclular structures may be rotated as directed laj the structures as shown on Index No. 201. F order to factlltate comectkoms between the 3. Wall thickness and reinore reinforcement afor either s "t1v walls and storm sewer pipes. reinforced cost -h -place {. with depths over 14'are to be checked for or precast concrete units except that precast crcvl r units 8. Except when AC hooks are ciftcoll rei;uNed by design. project r'oJ dralric e. - emlae n EpC y r i mW be f M1 isiYd with walls h Accordance with Dither dna t hooks the tap G1nd botwm slab8 may ve ep aced A.S.TM. G-4'18 (gyt�p to 5b' diameter) or AS.T.M. 0-76, Glass with stral�It embadnents or =lJoherat reWorcement n 0. chits larger than starxfcrd may be substituted '�•� B Wall, modlfbd where the eltipUcol steel ca area aaaardance with the renforcemCM detail shown wider' 'Rebar at the Gant/`aatA^b Owhen these units will not cause _ P 5trataht End Embedment Or Per erol Rehforcement In Llev or Inuaose tha sGverlW of Cilli carflicts. Such IcrgGr Is placed In the carrier' one -thud o the HOII• /1GI ' units shall be kNvnover Ut no rttonal cost to the - of Standard Hooks For Top Aid Bottom Slain', Index No. peep went. Larger 4. Top and floor slob thickness and rerlforcemcnt ore for 201, Sheet 9 of 6.epi gun precast and cost h place construction. Top and floor stabs Alternate A to Ea r TYNsani of to this Fs In %Moll tx of Gloss "... concrete. Concrete as speatfted In G�7pr'OVC7 the n9 app - ASTM. G -4 -lb (4000 pal) may be used in lieu of Gloss - and 9. All steel bars shall have li mininnM cover unless otherwise a►�mj Glass concrete n preac»t Iters ma'aufacturod In plants ehowrn. Horizontal steel in rectmgrlar strvctvros shall be which are under the `S=id Operating Procedures' For, the lopped a ronimum of 24 bar diameters at corners. 14. Per monhole and tion box tops, for Fnames and Inspection of precast dratrraga products. covers, and, for sLlementary 5. All rolnFarcement shalt be A,S.TM. A615, Erode 60 or 65 details see index No. 201. K54 welded wire fabric, erther smooth or deformed. TYPE "P" STRUCTURE (N. T. S. 0258 -BASE *Titlof kest aer 9 ler nc. Is sa de us� in to - to �' DRAM AEK Has air provided to the owner solehj In Connection with DE516PED �JEM this project. Any other use or reuse of these documents or ony reproduction, di5pfoy, sole, or, CHECKED CHEM other civositlon of these documents " anyone is expressly prohibited without Consent of (Hosteller 0 Molar, Inc. pur5vcmt to the Federal i DATE 11/03 Copyright Law.' s 02/20/04 SCALE AS NOTED }�' �94EET 21 OF 30 FLORIDA ©2003, MASTELLER t MOLFR, INC. STET -D HEI Y E. MOLER, F.E. FL# 331c13 owe NO O2S8 E3 B 24"0 CAP DATA: 24"0 CAP DATA: ,�--GRATE ELEV.= 24.25 GRATE ELEV.= 23.50 I I 37" WIDE WEIR INV.= 21.70 16" WIDE WEIR INV.= 21.70 " 2-1/4" �2-I/4" 54 -� I ( »f 54" i I lor'• I I A I A A 1 :i �. A o-- EYE BOLT A "T SEE INDEX 201 LJ CD �^ L o \`---37" WIDE WEIR \\----16" WIDE WEIR m aj PLAN I I I U- 5,_s 4' -I" . 24"0 CAP--� { i 24"0 CAP- I + by 2-1/4' I _ I 2-1/4' O r 2 oIJ - to _� lu GRAT1= ' g -� B R i W � �-- 2" CLEAR o. � -r- _ EYE BOLT >� o 0 5EE INDEX 201 PLAN GRATE PLAN 24.2 GRATE 23.5 /� �- 04 BAR5 A 12' Ctrs. -37" WIDE WEIR- / 16" WIDE WEIR- SECTION L Z" GLAR �/ SECTION / 122.7 _ �_ 21.70 a RECOMMENDED MAXIMUM PIPE SIZE: _ - - -- ORIFICE: 3"0 @ 20.50 �_- - -//-ORIFICE: 3.9"0 @ 20.50 3'-1" WALL- 24" PIPE 1 4'-1" WALL- 36" PIPE 020.5 TYPE "D" INLET 24"0 CAP (� 20.5 24"0 CAP -� NV_ 18.50 NV' 19.50 A24 CAP " 24"� CAP - - - INV.=16.00 - - INV.=16_00 EYE BOLT SECTION A --A SECTION B -B SECTION A -A SECTION B --B T 5EE INDEX 201 8" DCS -A (BASIN A DCS --B (BASIN B m ,I MODIFIED TYPE E INLET MODIFIED TYPE E INLET PLAN W SCALE: N.T.S. SCALE: N.T.S. 0 tC 2'_0" ryp 2-1/4" Q� GRATE-� 24t90 CAP DATA: 24"� CAP DATA: B 4-2° CLEAR o+_ -EYE BOLT GRATE ELEV.= 23.50 GRATE ELEV.= 24 CAP DATA: y�w� a o 5EE INDEX 201 'r' 1f - E ELE .- 23.50 '1^ " GRATE ELEV.= 23.50 I t 8 WIDE WEIR INV.= 21.70 {`� 8 WIDE WEIR INV.= 21.70 'If�` 8" WIDE WEIR INV.= 21.70 L 54" { 54" 4 I i 5 { { I '- >t4 BARS ®12' Ctrs. A I I A A I A A I { 2" CLEAR" (0 �4 CO SECTION M I 1`0I h ►� I �� RECOMMENDED MAXIMUM PIPE SIZEf \ \ „ \ 2'-O" WALL- 15" PIPE ,� �---8 WIDE WEIR \---8" WIDE WEIR \___8" WIDE WEIR I ,I - 3'-I" WALL- 24" PIPE I { TYPE "iC" INLET- (N.T.S.) 24"0 CAP--� I i-� ! I I 24"0 CAP 24"0 CAP-� 4'-4" PLAN GRATE PLAN GRATE PLAN GRATE 23.5 � 23.5 % 2,a_-, �' n 2�„ � 8tr WIDE WEIR- r � � r ' --8 WIDE WEIR -- o _ /-8 WIDE WEIR -- 1 8r = 8r 1f�_ 21.70 \_ ORIFICE: 3 20.50 `-- ' - OR 3"0 © 20.50 -- ' -- ' - ORIFICE: 3"0 ® 20.50 20.5 r� 24"0 CAP 20.5 1 20.5 „ - 24 0 CAP O �� &NV.=19.50 4 0 CAP O . NV.=19.50 PLAN NV_19.50 _ �Qz 5; 4'-4" 5a„ N „ 24 0 CAP 24"� CAP .of .2 GI. 0 CAP Eye Bolts _ - INV.=16_00 - - INV.=16_00 _ -? V 16.00 v See Index 201 _� - - _ - 0 -� - - '�- #4 Bars � i2" Gtra. SECTION A -A SECTION 13-13 SECTION A -A SECTION 13-13 SECTION A -A SECTION 13-13- SECTION RGGOTnCfdGGMQXinum P IpC STZG! 3-O" Wali -24" Pipe DCS -C (BASIN C DCS -D CB A -S I NDDCS-E E 4.-6. Hall -42" Pipe TYPE "E'w INLET MODIFIED TYPE E INLET MODIFIED TYPE E INLET MODIFIED TYPE E INLET (N. T. S.) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NO. DATE DESCRIPTION REVi 51 ON5 DR/APP M MASTELLER & MOLER,INC. m� c�oa��d4oa� c�a�oacca� CERTIFICATE OF AUTHORIZATION 94204 2205 14th AVENUE, VERO BEACH, FLORIDA 32860 (712) 567-5300 / FAX M2) 7q4-1106 SEBASTIAN STORMWATER DETAILS for a 0258 -TITLE 'Titre to all documents which bear the copyright DRAM AEK of Hosteller 4 Moler, Inc. Is vested solely In Masteller d Moler, Inc. These documents ore providedto the owner solely in connection with DE516NED SEM this project. Any other use or reuse of these � documents a any reproduction, display, sale. or GiGKl32M other disposition of these documents by anyone 19 CXprC35iy prohibited o4fthout consent of Hosteller t Moler, Inc. pursuant to the federal DATE II/03 Copyright Law." ' i %ALE A5 NOTED 02%20/04 SHEET 22 OF 30 FLORIDA 02003, MASTELLER 8 MOLER, INC. STEPHEN E. MOLER, P.E. fL# 33183 "NO 025$ so NO. DATE NORTH GRAPHIC SCALE 40 E0 190 ( IN FEET ) I inch = 40 ft PROPOSED 4" 0 PVC FORCE MAIN WITH — _ - —_ -- --- -- -- -- ?' COV R4M•I4�--- EXISTING DITCH — _ ' ' r•o•8.-� (DONOT X UTILITY UTILITY POLES DISTURB) D _j ) TYP. O NOT DISTURB) 320 EXISTING DIRT ROAD 4' TO E/P (TYP.) 41'(TYP,) - -'�0. �%P (TYP-) I 3 oil 00 18+00 10-00 11 +00 — — — — 12+00 13+00 14+00 15+00 -- 1 ___---------— --r— —— — --� _ --i —_---i—_----I—= ----r=-I=----_�-----=-t------ --I — I — I — I — f -i-- L�.�_ �1QIAL UL � I LA K E A\ (-_A K E B ..�. � � CONSTR. 12" 0 PVC WATER MAIN CONSTR. 12" 0 GATE VALVE W/ 3' COVER MINIMUM (TYP) W/ BOX & PAD & TEMP, BLOWOFF ASSEMBLY PO ERLINE ROAD 1 "=40' p { F Yyy Y f • EX. PAVING (DO NOT DISTURB) _.._— -- -- -- -- -- -- -- -- -- CONSTR, G" 0 HDPE PROPOSED 4" PVC DIRECTIONAL DRILLED FORCE FORCE MAIN WITH MAIN UNDER MAIN STREET 3' COVER (MIN.) `� �k6� $ `EE DETAIL "A" 4' TO E/P (TYP.) EXISTING DIRT ROAD 4' TO E/P (TYP,) 19+9L _-- -- 29�-Q0___—_...-- �1-+oe-----__—__22+00 _--^ -- 23+ 0----7771 � � EX. FIRE HYDRANT & I VALVE (TO REMAIN) WDE ur_ l K i �-� 5' wmE ctncwei _ �€ of 5�-- _ Lit � 4>;._ — — — 0 On II O 9.5'(TYP.) II CONSTR. 12" 0 PVC WATER MAIN W/ 3 COVER MINIMUM (TYP) CdASTR. 12 0 22j' BEND W/8 RESTRAINED JOINTS 'CONSTR. 12" 0 GATE VALVE W/ VALVE BOX & PAD 999. CONSTR. 12"x12" TEE CONNECTION TO EX. WATER MAIN, (COORDINATE SCHEDULE WITH INDIAN RIVER COUNTY UTILITIES; 567-8000) M M MASTELLERINC. CERTIFICATE OF AUTHORIZATION #4204 [DESCRIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32860 (172) 567-5300 / FAX (772) 7q4-1106 REV15ION5 PO ERLINE ROAD 111=40' OFF-SITE UTILITIES PLAN (POWERLINE ROAD) 5EBA5TIAN for P F� rL, U @ z�s, [� 0 F� IrT, I 6„ 0 GATE VALVE \ • \ \r \N HDPE/PVC \ \ ADAPTOR 6"x6" W/ RESTRAINED JOINTS DETAIL •A• 025B -BASF •ntle to all documents which bear the copyrtght DRAMN AEK of Mosteller E Moler, knc. Is vested solely In Mosteller it Moler, knc. These documents are provided to the ower solely in correction with DESIGNED 5 this project. Any other use or reuse of these documents or any reproduction, display, sale, or CHECKED Other disposition Of these documents by anyone is expressly prohibited without consent of DATE 11/03 Mastelier t Moter, Inc. pursuont to the Federal Gopyrlght Law.' sGALE A5 NOTED 02/20/ori SHEET 24 of 30 FLORIDA ©2003, MA5TELLER 8 MOLER, INC. 5TEPHEN E. MOLER, P.E. FL# 331q3 ON* NO 0255 R/W NO. DATE DESCRIPTION OR/APP REV15ION5 7' SOD VARIES 21' —s- 12' 100' R/W 16' t 24' PAVED STREET EX. UTILITY POLE ALIGNMENT 25' 12' = 2'—�---• --3' SOD PAVING — O MIAMI CURB (TYP.) 2% 2% \ \ ��%i%. PAVING — V - BASE - O SUBGRADE - n TYPICAL ROADWAY SECTION — POWERLINE ROAD SCALE: 1"= 3' MASTELLER & MOLER,INC. gr �oa��d�oa� c a�oaL�c Q� CERTIFICATE OF AUTHORIZATION #4204 2205 14th AVENUE, VERO BEACH, FLORIDA 32-160 (721 567-5300 / FAX (172) 7q4-1106 NOTESs 1. TOPSOIL, ROOTS, MUCK, ORGANICS, AND OTHER DELETERIOUS MATER14LS SHALL BE REMOVED R / W FROM RIGHT—OF—WAY. 2, FILL UNDER SWALES SHALL BE CLEAN PERMEABLE SOIL, MINIMUM PERMEABILITY OF 6 IN/HR. A FILL UNDER ROADWAY SHALL BE CLEAN S7RUC7UR4L FILL PLACED IN 6 INCH LOOSE LIFTS COMPACTED TO 98,'Yo MAXIMUM DENSITY PER AASHTO T-180. 13' 5' - - 3' SIDEWALK SOD 2.4'f VARIES s O1 TYPE S -III ASPHALTIC CONCRETE I" MINIMUM THICKNESS O2 TYPE S-1 ASPHALTIC CONCRETE 1-1/2" MINIMUM THICKNESS O3 COOUINA BASE 8" MINIMUM THICKNESS COMPACTED TO 98X OF MAXIMUM DENSITY PER AASHTO O4 TYPE "B" STABILIZED SUBGRADE (MIN. LBR 40) 12" MINIMUM THICKNESS, COMPACTED 989 MAXIMUM DENSITY PER AASHTO T-180 TYPICAL SECTION (POWERLINE ROAD) for �eAs,IAN p�aoc�Qa o�d�� SPECIFICATIONS: 1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL MEET THE SPECIFICATIONS UNDER THE "STANDARD SPECIFICATIONS FOR THE ROAD AND BRIDGE CONSTRUCTION" BY THE ROAD AND BRIDGE CONSTRUCTION" BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. 2. TESTING AN INDEPENDENT TESTING FIRM SHALL BE RETAINED BY THE CONTRACTOR TO PERFORM TESTING ON THE SUBGRADE AND BASE COURSE AS FOLLOWS: ,SUBGRADE : FBV AND DENSITY TESTING BASED ON 1 TEST PER 10,000 SF OF SUBGRADE. BASE COURSE.• DENSITY TESTING BASED ON 1 TEST PER 10,000 SF OF BASE, ASPHALT : THE OWNER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO PROVIDE CERTIFICATION INDICATING THAT ALL ASPHALT SURFACE COURSE MATERIAL HAVE PROPER COMPOSITION IN ACCORDANCE WITH FLORIDA DEPARTMENT F TRANSPORTATION S 1 91 A E O O T S 9 ALL COMPACTION SHALL BE IN CONFORMANCE WITH AASHTO T-180. 0258-SA5E 'Title to oil documents whlah bear the copyright DRA�.N AEK of Hosteller t Moler, Inc. Is vested solely In Hosteller t Moler, Inc. These documents are �j provided to the owner solely Bi correction with DE5IGNED this protect. Any other use or reuse of these documents or arvj reproductlon, display, sale, or - CHECKED SEM other disposition of these ocuments by anyone d is expressly prohibited without consent of Mosteller t Moler, Inc. pursuant to the Federal - D�.TE II�O3 Copyright Low.. � ,.,, , ,r •,- '" _. % LE AS NOTED S€ET 25 of 30 FLORIDA ©2003, MASTELLER $ MOLER, INC. I 5TE pll HL=-}� I [ E. ( IOLE D �, F.E. FL# 33Ig3 ON&NO 0258 NORTH GRAPHIC SCALE 0 40 so I60 3" �a -- c IN FEET I inch 40 tL _� N N pp p X PD N ' o `'' N 14 LF 15" RCP X 14 LF 15"0 RCP N ►S`� 0.25% N @ "0.25% Lh L4 ti w N P.&1 - FDOT TYPE "V" c Z� ��� SP4 - FDOT TYPE "V" G E= 24.96 GRA= 23.76 X X�� � .q�%- MES � � N l - - - - INV.= 22.00 I 22.04 �� INV.= 21.20 -- END PAVEMENT ��� - ��X�s����rT�y'�'� y � ' L_ -n1 {24..1 Y. (23.0) (24.0 Q X ELEV. 2 5.8 8 �� _. `sr {23.0 22.0 w {22.0) 23.0) \71, w x _ t22.oj N N ' { •69 �' ;� .OjN � (22.0) w MES1 <a N k X25.4s (23.0) 527` ��� X �' 24 X EX. DIRT RO INV.= 21.1. (22.0' V � (2 {23.0j (23.0) "�423.O{23.0) - 8E--- - ------- - - - - ---- OE Q4- ur- •.r 24\A 00 - - _ + I 12+I 00?13+I 00 - o14_+I -0 0 15+ 19+I 000 -I I . I 24.02r3x- os g 5 �rlw•--�� s^-� 5" WRE SIDFIPLK ... ; .. J z4.. -oft11 ��r \ 5" WIDE SIDEWALK X jLnAL lA CA - - _ _ GIN t!J 9 \ 6' " I ti Q - - J- -------- co _ � m 24 LFV15"0 RCP I p 0.25% N - _` 1 222.5] (21.5) t'' N w F l p- - , o � ( I , �--- --� S 4 FDOT TYPE v X co �iq Q\, LAKE 8 GRATE= 23.76 w 1 3 / I i ( ) INV.= 21.26 1 24 LF 15" 0 RCP SP -2 - FDOT TYPE "V" @ 0.25 GRATE= 24.96 INV.= 22.10 COODINATE W/ FP&L TO REMOVE POWERLINE ROAD ' PLAN VIEW EX. UTILITY POLE USED TO GUY 5TA. I0+00 THRU 5TA. 20+00 ADJACENT POLES SC,AL F: I"=40' o c6 N Ln ru In NO. DATE i v m Cao C1 00 C0 ire m �n In �t (U(U CD I 1,O Cu N Cu N (� L6 N � In ru U) N L6 �'� U7 CuCU CU CU tU CU CU (U N 10+00 11+00 12+00 13+00 M ST ELLER M'O L'E R .IC. mCERTIFICATE OF AUTHORIZATION #4204 DE5GRIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 329(o0 REV 1510"5 0712) 56-1-5300 FAX (772) 794-1106 { Ln co t\ m p CU W II � 14+00 16+00 W I' 1 H W 28 CL 1"=4' VERT) H > j 18+00 19+00 -J.38'i: 20+00 ' 24 { 20 0�8-ase _ 16 i _ 12 ORAM AElG - 8 DATUM ELEV Mosteller d Molar, Inc. These documents are Provided to the owner solely in connection with this project. Any other ~ or reuse of these 5.00 pE�pNj i v m Cao C1 00 C0 ire m �n In �t (U(U CD I 1,O Cu N Cu N (� L6 N � In ru U) N L6 �'� U7 CuCU CU CU tU CU CU (U N 10+00 11+00 12+00 13+00 M ST ELLER M'O L'E R .IC. mCERTIFICATE OF AUTHORIZATION #4204 DE5GRIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 329(o0 REV 1510"5 0712) 56-1-5300 FAX (772) 794-1106 { Ln co t\ m p CU W nj0i NN 14+00 16+00 15+00 I' 1 PROFILE VIEW > III =40' (HORz.) CL i v m Cao C1 00 C0 ire m �n In �t (U(U CD I 1,O Cu N Cu N (� L6 N � In ru U) N L6 �'� U7 CuCU CU CU tU CU CU (U N 10+00 11+00 12+00 13+00 M ST ELLER M'O L'E R .IC. mCERTIFICATE OF AUTHORIZATION #4204 DE5GRIPTION OR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 329(o0 REV 1510"5 0712) 56-1-5300 FAX (772) 794-1106 { Ln co t\ m p CU NN nj0i NN 14+00 16+00 15+00 I' 1 PROFILE VIEW I > III =40' (HORz.) Ld 1"=4' VERT) � If) M ('LJ N 17+00 PLAN & PROFILE (POWERLINE ROAD) for SEBASTIAN a OD M mRl tU Cu Cu v o O Ln V tVN Cil N N (u + 16+00 co If) M ('LJ N 17+00 PLAN & PROFILE (POWERLINE ROAD) for SEBASTIAN a OD M mRl tU Cu Cu v o 0 LO 0 + [U co I' 1 rl I > Cu Ld II w � 18+00 19+00 20+00 ' i LO 0 or" �� 0 ,.� !\n ' CU 0i f1I0i 0i (v Cu N0i 18+00 19+00 20+00 ' 0�8-ase _ •TIt19 to oil documents which copyright _ ORAM AElG - of Masteller t Molar, Inc. 1.=11t1;06 solely in Mosteller d Molar, Inc. These documents are Provided to the owner solely in connection with this project. Any other ~ or reuse of these - pE�pNj documents or any reproduction, display, sole, or other dlspositbn of these documents by on!" 000KED �JEM Is expressly prohibited without consent of ; Mostelier t Molar, Irv- pursuant to the Federol DATE II fO3 Copyright Law.' A5 NOTED 02/20/04 sfEET 26 OF 30 FLORIDA ©003, MASTELLER 4 MOL" 'No- 5TEPf-fI;N E. MOL ER, P.E. FL# 331c13 owsNo 0255 NORTH CU U;7 (U C C) ni 00 0.1 (UN NCu GRAPHIC SCALE + PROFILE VIEW so 0 40 so 10 320 111= 40' (HORZ) 24+00 1"=4' (VERT) xx C� IN FEET 90 1 inch 40 ft. 00 POERLIE ROAD - PLAN VIEW 5TA. 20+00 THRU 5TA. 24+67.80 O X_ N O �c� W O, � X X O X Cn SP -5 - FOOT TYPE "V N O 0'> CY) 00 X (sf ' N -, 00 GRATE= 23.26 N \Z INV,- 20.70 p�� j 0) C'? o M Lf) f� o I41- X (1.1 if NO. DATE DESCRIPTION REV1510N5 .o} -J N .-� 24. .--�2.0 LF a2L.�GP �, X �1 22.0)0 23.0 (22A4 MES �! J -� INV.- 20.66 R i 35' W (22.0` — (22.0) X )4 �— EXISTING DIRT RQ�p _ -9 {23.0, {23.0 N I.IC UL 'LIL ULU4 ' - i --- 21+490 20+00 J2+00 23+%3 �<• �~`"� I013X 0,3X 24.5 N O 7 W/Ut WUtWALK l v r, ,� uc UL _ ur 2`� 15" 0 RCP 0 0.25X SP -6 - FdOT TYPE "V"� 41'-�. GRATE= 23.26 X 9 X22-56 x 2�r1v�,2o,7s N x o X it °° N N tvN A-7 P N co —�� co .8� 00 W MASTELLER &MOLE CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th AVENUE, VERO t3EAGH, FLORIDA 32x60 (712) 567-5500 / FAX (772) 1q4-IIO6 C::, Cu •- N 0- (U M cu nj CU U;7 (U C C) ni 00 0.1 (UN NCu 0) + PROFILE VIEW 111= 40' (HORZ) 24+00 1"=4' (VERT) xx C� 90 N N N 00 POERLIE ROAD - PLAN VIEW 5TA. 20+00 THRU 5TA. 24+67.80 56ALE t 1 "= 40' 0 %Q o 0% + + In �t N C'? o M Lf) f� o (1.1 if +) n nt e co _ I1 W II M N iD 1 i + o Cu CU J W I I W 11 �` iu it r� , 0- W Q J N W L� n F --1H > W -- ^^/ �. - -0.56% 1--d \ / -0.74. °- MASTELLER &MOLE CERTIFICATE OF AUTHORIZATION #4204 OR/APP 2205 14th AVENUE, VERO t3EAGH, FLORIDA 32x60 (712) 567-5500 / FAX (772) 1q4-IIO6 C::, Cu •- N 0- (U M cu nj CU U;7 (U C C) ni NN (UN NCu 22+00 23+00 PROFILE VIEW 111= 40' (HORZ) 24+00 1"=4' (VERT) SEBASTIAN CD � CU N � ^ N Cu ol`LO Cn CU N CU N 24+00 PLAN & PROFILE (PDXWA.IERLINE ROAD) for PJ EA OR I I NEll MS I M E* (-o W 0 0258 -SASE *Title to ail documents which bear the copyright VRAM AEK Of Mosteller # Moler, Inc. is vested solely in Mosteller t Moler, Inc. These doctxnents are = DE�16�D �JEM provided to the owner solely In connection with thlsproject. Arne other use or reuse of these doaV L4, or any reproduction, display, sale, or - GHEGK6D SEM other disposition of these documents by anyone is expressly prohlblted wlthout consent of I1�03 VATE Mosteller t Moler, Inc. pursuant to the Federoi Copyright Law.' scAE AS NOTED "MT 27 OF 30 FLORIDA+ ©.2003, MA5TELLER a MOLER, INC. 5TEPHEN E. M0LER"P.hFL# 331 Q3 � M0 0258k. X1 9. 4 00.00 100.00 C I a -8 0.9 00.00 � / 100.00 ��� I I a.aa I� I 1 i�--... _, 00.00 I ` I .68 w � a of u� D� v '1 0.8 aa�► W U � I POWERLINE ROAD MAIN STREET = 24+31,022 22.84 MOLER, �-, INTERSECTION PLAN for �, �oa���4oa� c acoacc Q� CERTIFICATE OF AUTHORIZATION #4204 DWAPP 2205 14th AVENUE, VERO BEACH, FLORIDA 32x60 (772) 567-5300 / FAX (772) 704-1106 5EBA5TIAN aaa as o�se-eA� 'Title to oil documents which bear the copyright DRAM AEK of Mosteiler t Molar, W. is vested solely In Mosteller t Molar, Inc. These douxnents are DESIGNED 5� provided to the n-mr solely in correction with ` this project. Ane y other vsor reuse of these docunents or any reproduction, disploy, sole, or CHECKED rJ`i"I other disposition of these documents by on e !s expressly prohibited without consent of DATE 11103Mosteller t Molar, lnc. pursuant to the Federol Oc py lot Law." J SCALE A5 NOTED -_ 02/20/04 5HEEr 2q of 3O FLORIDA ©2005, MA5TELLER 4 MOLER, 1N6. 5 1 E1PHE � E. MOLER, F.E. FL# 331c13 a,� 0258 r' NORTH GRAPHIC SCALE so i 40 so 160I K3 K3 sio 1 L 1 - - ( IN FEET ) T i inch = 40 ft. END PAVEMENT b" SOLID WHITE 10-00 t 11+00 12+00 13+00 14+00 15+00 16+00 1 — ! 2f' — i 5- WIDE SIDEWALK _� �' 5" WIDE SIDEWALK b' WIDE GROSS WALK b' WIDE OR055 WALK --25` PD SETBACK LINE —74 0 ---- - -- - -- -- -- -, - - - - - -- 0 N. � / LAKE B LAKE A / ri f I n I 24' WIDE PAINTED 24 WIDE PAINTED WHITE STOP BAR WHITE STOP BAR STOP 516N STOP SIGN POWERLINE ROAD - PLAN VIEW STA. 1 � f00 THRU STA. 20+00 X11=401 NO. DATE DE5GRIPTION REVI51ON5 I I IM I6 SOLID WHITE 20+00 --tet¢--I 1 � r 100' 's, W l l 35' R \ 1 ho 21+00 22+00 t 23+00 ---' 24-' -----I---* n 24" HIDE PAI ARD -�-1 W TE s OP B II STOP 91 ON N `— --� �•� w + + w J 00 zo 00 POWERLINE ROAD - PLAN VIEW STA. 20+00 THRU 5TA. 24+6'7.80 111=40' MIR4STELLER" OLE 1k M nfi �oa�t�d�oac� ccoaccQ CERTIFICATE OF AUTHORIZATION #4204 DR/APP 2205 14th AVENUE, VERO BEACH, FLORIDA 32660 (7 /2) 567-5300 / FAX (172) 714-1106 NO .7,'k' 19+00 t 20+00� 5 " WIDF, S DLWALK 0258-8A9E 'We to all documents which bear the copyrlghE DRANK AEKof MostellerJ STRIPING & SIGNAGE PLAN (POWERLINE ROAD) provided iMoler,ne Inc. l in convested nection Mosteller d Moler, Inc. These documents are DE5i D rJ provided to the owner solely In connection with �, � `\ F the •� for PCND@z%`O,LKJ 5EBA5TIAN this project. Any other use or reuse o se documents or any reproduction, display, sale, or GHEGiCED 5EM other disposition of these documents by anyone is expressly prohibited without consent of II�O3 Masteller d Moler, Inc. pursuant to the federal DATE Copyright Law.' 02/20/04 SCALEAS NOTEC s►r 3O of 3< FLORIDA ©2003, MASTELLER a MOLER, INC. 5 I EPHEN E. MOLER/ F.E. FL## 331c13 DNS NO c I �I � Y I I I