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HomeMy WebLinkAbout2004 Sebastian River Landing Preliminary Development Plan (Box 10 #43)TYPICAL LOT GRADING PLAN TYPICAL LOT GRADING PLAN ,Ft 4 S b vs" ROD ` NJs LOT FRONTING ON ROAD N.T.S. AKTEK A55OC: ROA LOT BACKING ON OSTORMWATER TRACT SITE INFORMATIONT ACT DESIGNATION PROJECT DESCRIPTION � 6 OWNER APPLICANT PROJECT IS A LOT RESIDENTIAL TRACT A,B,C.D.&E - STORMWATER MANAGEMENT -RESIDENTIAL - 8.11 AC / / e���� THE PROPOSED PR .TRACT F - RECREATION - ACTIVE OPEN SPACE = 0.65 AC SEBASTIAN RIVER LANDINGS, LLC PLANNED UNIT DEVELOPMENT WITH A 5.14 ACRES - 0.08 AC 4� y 6 5/8" IRON ROD ' T FOR FUTURE DEVELOPMENT. THE TRACT G - RECREATION -PASSIVE OPEN SPACE _ 9.4_4 AC 12"+ WATER MAIN / / � �4,�\ 2 GAP 'L6 3608' 1688 HIBISCUS BLVD COMMERCIAL TRACT. TRACT H&I - PRESERVATION - OPEN SPACE V MELBOURNE, FL 32901 , AVERAGE LOT SIZE IS APPROXIMATELY 7.000 S.F. (0.16 TRACT J&K - RECREATION - PASSIVE OPEN SPACE - 4.29 AC s 5- 6' OFF E/P 321-953-3300 AC.) WITH THE AVERAGE LOT WIDTH 60' WIDE. THE TRACT L - FUTURE COMMERCIAL - 4.29 AC -COMMERCIAL - 0.85 AC MINIMUM LOT SIZE IS 50. x 120' (6.000 S.F.). THE TRACT M - FUTURE STORMWATER MANAGEMENT / oo l PROPOSED SURVEYOR PROPOSED SUBDIVISION WILL ACCOMMODATE SINGLE ry�� / / / - PROPOSED WIWAM MOTT LAND SURVEYING, INC FAMILY RESIDENCES (APPROXIMATELY 1,900 S.F.) / HOUSE PAD HOUSE PAD 1275 SOUTH PATRICK DRIVE SUITE H FLOOD ZONE OPEN SPACE CALCULATIONS � / / ` INSTALL SILT FENCE SATELLffE BEACH. FLORIDA 32937 STORMWATER MANAGEMENT TRACTS - 8.11 AC / ��' � SEE DETAIL 321-773-4323 THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X. A. AND AE' ACTIVE RECRE%TION TRACTS - 0.65 AC o0 PER F.I.R.M. PANEL No. 120 61 C 0078 E. DATED MAY 4, 1989. PASSIVE RECREATION TRACTS - 0.60 AC x f ZONING PRESERVATION TRACTS _ 9.44 AC R C E OPEN SPACE 15.2 AC /� 1 ' PUD-R WATER SOU TOTAL LOT - 34.0 AC = 50.57 / / / 10» E AIN } INDIAN RIVER COUNTY UTILTIES WATER MAIN TOTAL (g OFF E/P ,� ) LAND USE COVERAGE x°° �����' . SEWER SOURCE LOT � ti9 � STORMWATER TRACT RESIDENTIAL INDIAN RIVER COUNTY UTILITIES SEWER FORCEMAIN AVERAGE LOT AREA = 7,000 SF / { SITE DATA TAX PARCEL I.D. NUMBERS AVERAGE BUILDING AREA - LIVEABLSED R/W LINE E - 1.900 SF AVERAGE BUIIDING AREA - NET - 2,500 SF ROPO TOTAL SITE AREA = 72.45 AC OTHER IMPERVIOUS AREA - DRIVE. ETC. = 1.350 SF 1ST. R/W LINE / / S C� P / 3_ COMMERCIAL TRACT 5.14' AC 31-38-23-00000-5000-00005.0 TOTAL AVERAGE IMPERVIOUS AREA = 3,8.01 50 SF = 55y / °"o° try 2 f RESIDENTIAL TRACT - 67.3;1 AC 31-38-23-00000-5000-00005.1 TOTAL AVERAGE OPEN AREA - 3,150 SF - 45% ry9v° DAN SB [7,171 SD I TOTAL N0. OF LOTS - 210 31-38-23-00000-5000-00005.2 / s' R = 708* DENSITY = 3.12 UNITS PER ACRE ENVIRONMENTAL IMPACT STATEMENT // ,� ��' A 41 2.41'S � SITE ADDRESS 1 L = 132.41' CONSTRUCTION SCHEDULE NO DEVELOPMENT IS PROPOSED WITHIN THE / xo° t E°' SD CR 512 RIVER BACKWATER LIMBS (TRACT H). START CONSTRUCTION MAY'2003 SEBASTIAN. FLORIDA SEBASTIAN/ END CONSTRUCTION MAY 2004 NO OTHER S GNIFICANT ENVIRONMENTALLY SENSITIVE �`f �D b� O TRAFFIC STATEMENT AREA EXISTS WITHIN THE PROJECT BOUNDARIES. �` 5 -2121 TRIPS THE SITE EXST AS AN ABANDON CITRUS GROVE �"� U O � S LL1 o U rx o w a © N in d rA r0 C4 to O O N p O N ¢ m 3 } III O m Q� W -� z IM a�uu Cc U 0 CVn PERMITS REQUIRED ADT= 210 LOTS x 10.1 TRIPS/LOT10, - CITY OF SE13ASTIAN CONCEPTUAL PUD APPROVAL SETBACKS ' lG� CI �� CITY OF SEBASTIAN SUBDIVISION C��*9 f APPROVAL FRONT SETBACK 2 t, i 6 �. aw 1a umun EA EaENr • CONSTRUCTION _ 1 /�xp° / �� ', \ INDIAN RIVER COUNTY CONCURRENCY PERMIT SIDE SETBACKS - 5 ,yap �► / 105 TRACT H �i023�`} to urEm EASEMENTLd IN _ F-WAY PERMIT REAR SETBACKS 20' \�� se W INDIAN RIVER COUNTY RIGHT 0 ` 7 Z INDIAN RIVER COUNTY TYPE B FLOOD PROTECTION SIDE CORNER = 10' i 2 �°'� � .• RECREATION PERMIT X15TIN& ROADWAY / / + p / R = 225.0' 1 12' INDIAN RIVER 4COU42 D UTILITY GE PERMR LOT DIMENESIONS PAVEMENT - 32 FT SA.R.W.M.D ON PERMIT �' /�a6kp R 275.0• A=722'S4'52 0 SAR.W.M.D. DRAINAGE CONNECTI BLOCK A. BLOCK D (LOTS 1-17)' GENTERED ON EXIST 120' R�/W / � / / s/8" IRON ROD w/ � 106 , A _ 46'20'37' L = 89'98' I4- S1W �FDEP WATER DISTRIBUTION PERMIT AND BLOCK E...............70' x 120' GAP 'LB 360�' MID ` s~ �I FDEP WASTEWATER COLLECTION PERMIT (STANDARD/MININUM) 82 LOTS TOTALS / / w�+ xp/ It w l L `T 222.43' s os1� CK' B BLOCK C BLOCK D (LOTS 18-35) / r / / I cn 107 /o I CKAGE INCLUDES 7�oa6�-�A���o �' 4.�� E� pN �8� J 31 Z 1 ` S/V - O� BLO / TRACT F AMENTITES PA Q M BLOCK F AND BLOCK G...... 50' x 120' / / zak / CLUBHOUSE. POOL, TENNIS COURTS AND O 3 0� 353� - 50 C A xpp b I / O IV ntia p(� (STANDARD/MININUM) 128 LOTS TOTAL - - - - DENSITY PLAYGROUND z^ I ��� ` MIAMI CURB U Q n I � 1 g' MIN. STABILIZED SUBORADE 1 P� ��O T-180. LBR-100 t � I 108 4 IQ F \ �3133�F` ,`` PER aasHTO T-180, FBd-50 (MIN.) 6' AASH O - COQUINA 00BAS1 !��• /�}'� 1 9 COMPACTED TO 98R MAX DENSITY COMPACTED TO 987C MAX. DENSTY 0 U Q g rC14 D0 S1 �bp0- j� STORMWATER / ,o \ CPC, FLAGGED Jl1R1DISTRICTAL VJ Q 0 0 MANAGEMENT TRACT E / \O/ij,J LINE TYPICAL ROAD SECTION IV1+1 W _ - IL N 109 / O 10 otrs V� f' N 3 I moo 1 D : -I / 'I'/%� �27s3� i Q w _ DIRECTION OF FLOW I 0 W S 89'36_05_ E 762.51. s/sue" IRON ROD w a' I EDD 102 R�t� 66{ FaeRIC F W Q Q P 'La 3608' I la 0,066 SF] 2 BACKFILL SILT -BARRIER l7 I 1 10 P O \ 1 1 1 (FABRIC FENCE) _7 I _ f. Z =43117O00 5F �`�F%IL - 277 OO 278+00 -� / / - - - - - - - - - - - - - I - - - -1 • GAP i$ 3606' R c 1 QD.O• / Mom %� / \\ <'O / TRENC 1 1 Q $ N 42'22'45' OI I o �� \\ 67 'x \ L � � I 1 1 1 101 I� �di �b`83 sF � ? . 12 � Q _ / LO _ Z R = 50.0' / \\ o Lfo.� SR ts'� TOE IN F SODDED SLOPE % ,' ; n EXISTING GRADE 90'00'00' 68 \ S jig 1 18 117 116 115 114 1 7 \ / 6t 9 63593�F 6� �,312_71 �'f643JF .- L -1 18Z54p7 2 8 S 8�7p03]F 65 120 97 I (� 6-63�F n I 6Q TOE OF SLOPE A` / / 13 VARIES 121 - T PO DRIVE B>7oo� / 64 ` 091-5 Sn R 150.0' \ O C-) !<Z` �Y! �\ -,.w -7n 147t19ZFI E 1 -A = 5T34'20' i ENCE SILT -BARRIER TYPE rt OF PAVEMENT /ii//II' i!%iii/ 26 00 7 Lf0,7! S S / 1p\� w STO Y POI IV _ R = 50.0' \\\ / / b L = 150.72 ` \ . IDJ PROXI ATE EOKAKY 'E� �t A = 6903'11' MP _ ON5TR GTION EA5EMENT l Ual L = 52.41' 14 I �� THROUGH EACH X / � ANCHOR BALES WITH TWO (2) r 123 p / \\ 37 PRc 4r g t N p�/ / �6 11 7 24.09' „ iim 4� \ (_f3.29 S}] 97�F } 2'X 4' STAKES E 62 \ I ! BALE •I 9 M j rn �j 4 144 145 146 _ - 12 L / / \ �ss3� �� 61tto3� X gloom \ 1 43 .. 148 99 11 I R 450.0' '� 1' 125' \ 1 c 2 +70.7' ss sF � ' i 15 ! A _ ,48 28'58' ' �o \\ - - - o0o I 38 ! , 1 .1L 38038' 1 42 \\ - 10' D AINAGE FA EVENT 72 / R = 100.0'� I F � TRACT G '' �' BALED HAY SILT -BARRIER i / 126 �� q 149 I� I 98 4- A = 16.42'30' /i 9000 / 141 Iin - � - - - - - - I 60 L = 29.16' �I' PRESERVATION t \ / - - - _ - - Lf1.o1£b t PERIMETER EROSION AND SEDIMENT CONTROL 127 �0003� ---- I / R = O.O' 7fi44f / P ¢� ( - ` - - _ ' 39 5/8 IRON ROD W/ NOTES 14 0 z 150 9 7 3 _ - - ` &DO GAP "La 3608~ ( 1. CON RACrOR s REoinRm TO PRE M M" s.1111= TW11 rRaN 7HE PROJECT WE ON TO ADJACEW PROPER ` 6 - tr . i . WI pp 000 m �a'7r O:0 I - _ _ .. I 2, BEFORE REMUM 6 SILT WMIM �Co"MCM %ra COUEM AM WPO5E AW L = 82.55' TYPE SILT BARRIER is ACCEPTABLE. TrIE aARRIER NUSr REhWN N PACE uNnl UPIArm 4717'�( Q 1 K9ETATxN IS ESTABUSNm. r \ �I ~•� F.':. 3 5� I M•CUIUU7FD SIU. W Z1t a� w�P i 151 I 96 W 11�3M I I 17 SILT FENCE DETAIL O �` w� �� I ��00 Y\ 40 \ 9034 NTs 0 74 R = 100.0' y5 �tt� Q �03- 11� / Q- �- - - - - �Tpp o A = 20' 14'07' "e I I 19 06.84 O C� I I I \ I LEGAL DESCRIPTION: P.U.D. ZONING PAR EL (BY SURVEYOR) 50.0'95 V I o 94 ( C.? �� / 9'42'32' sF I J, I 58 I L= 35.32' 2 g o O I - ocr_ �QG / L 43.38' I �° I Lands described in O R. Book 1131, Page 287 O.R. Book'1085, nt a 2110 and O.R. L� 1 STORMWATER \ M WATER 41 � I Book 1063, Page 1071. of the Public Records of Indian River, County, Florida, Lying in <[ I Z 130 z 137 P / 1 4 94 75 MANAGEMENT TRACT A \85 30 Section 23, Township 31 South, Range,38 Eat,of said Indian River, County, being more 9 I 4M ' 1 53 particularly described as follows / mom m n Q�� / ' 7 284 S� mom ��� \ \ � Sq Beginning at the Southwest corner of said Section 23; thence South 69'43'01" Eat along 9.05 \ 19 the South line of Said Section 23, a distance of 65.41 Feetto the East Rightof-Way fine z �w 155 U94 SF 57 1 I of County Road 510 per F.D.O.T. (Florida Department of Transportation) Right -of -Way Z 136 w 35p3� map panel 8851-150, as recorded in Plat Book 11, Page 30, of the Public Records of I I � � I 01 MOOmF I� - 2 91 +23.64 9 3 � �72�`�I 42 }- Indian River County; thence North.OW08'38" East along said East Right -of -Way line, a O 1 / 156 2 00 76 \ \ C9985M I > distance of 21.99 Feet; thence North 00°15'0S" East along said East Right -of -Way Way line, a 135 z \RPOM o MORGAN CIRCLE [o.t s \o \ distance of 555.71 Feet to the POINT -OF -BEGINNING of the herein described parcel; It along said East �- 132 IQI w 47 S 56 \Q \ �oo3mF Q0 I 00.00 ethence et to the South line -of inue North lands described in O.R.IBook 327 (Page 0773, of the �Y (6 00 \ 2 0 92 q said Public Records of Indian River County; thence South 89°4Y19" East alongsaid 157 9� R = 250.0' Vl67 m D 43 / \ I CD ( South line, a •distance of 500.59 Feet to the East line of said O.R. Book 1321, Page 0773; I 5/8' IRON ROD W/ - - - - - / \ 20' 'Q 7' S�gS 9�\ �3503�F / ; n thence North O0"10'40" East along said East line, a distance of 659.29 Feet to the North GAP 'La 36oa' TRACT K �-10' Df GE. / \ \ / L �.29' k \ \`� southwest 1 15/8" IRON ROD w/ „ 500.59' 134 EASEMd (TYP) 158 \ 19 E / / '1- 21 line of the Southwest i/4 of the Southwest 1/4 of said Section 23; thence South 8936'05" 14, a distance of GAP 'La 3606' S 89'49 - 77 \ l�r - ��� - - �-� - 0 F � \ / / \ A �61 � N = 762.51 FeeEast along t to the Northea tid Ndrth line of tcorne ohe f the Southwest 1 /4 of the Slouthwest 1!4 of said I a I 00 \ / 91 ° 55 \;tn / 44 ��'% I CU �0 Section 23; thence South OD°16 34" Wet along the East line of said Southwest 114 of the � 2000 \pp( a C �3823Jf tD Southwest 114, a distance of 124.58 Feet thence North 89"41'36" Eat, a distance of 11+D0 00 00 I / / 159 �/ 198 \ 6�316 m 10' DRAINAGE. O�p \ FH 22 I C5 'IT .24.09 Feet, thence North 00'06'39 West, a distance of 332.97 Feet; thence North 1+ IV F 1 33 E°0� G ID�f 9 O \� �fASEMENT (TYP) 18°41'03" East, a distance of 166.69 Feet to the point of curvature of a non tangent �i5993_JF / 6`U57 v \ /� J W i aircular curve concave to the ngle of 12°OT33"; thence from oa tangent bearing ofNorth50 34'29" East, tun ius of 2,205.75 Feet and a central O _ - - - - - - - TRACT L R = .50.0, / V 160 / ? \ 197 / 201 \ 78 A = 9O'�O'O2' � Q.wp. \ \\ 00 �F \ ��� \ ��� ��� 1 / � h Northeasterly along the are of said curve an are distance of 466.82 Feet to the Wet I / V \ \ \ \ 1 0 O.R. B Right -of -Way One of the Sebastian River Drainage District Indian RiNv Way, as recorded in 5/a" IKON ROD w/ = 8.5 \ 89 _ / ► O_ I O.R. Book 193, Page 496, of the said Public Records y Indian River County; thence - - �Rr--L-�do �� 161 ` \ / / P� 45 QG 1� S South 36°46'08" East along the said West Right -of -Way line, a distance o 1,365.52 Feet I S 89'49 19 E 387.50 - - �, 196 \ \ P 202 \ szao \ \ \ \ 46 Lf1.1-0 Sp �`'' U N 8T43'01 W 313.5 os13�F / m oo / / R = 1 OO.O' 7 9 / / \ / \ ` 2 3c = I West o tthence he S a th said South line, cut est westdi§ta1the 14ce o � said 0e Rion ro thd West Right-of-Waye East line o lands ne. a distance of 66.23 N 00' 16 59 E i 5/8" IRON ROD w/ A = 39• rJ 1 • rJD+ \ � � Feet to the South line of the Southwest 1/4 of said Section 23; thence North 89°43'01" 14.12' GAP 'L.a 36oa' = 9] F . �/ \ \ 88 °D 1? 3 b�paN/ \� 47 \ \ J F. 1 ' described in O.R. Book 486, Page 677, of the said Public Records of Indian River p / / = 1 ' 19'50' W County; thence North b0'16'59" East along the East line o said O.R. Book 486, Page L 6 1 19 5 /�j 203 '° / \ \ ° \ \ t! = 9 6' 1 O 677, a distance of 564.30 Feet ro the North tine of said O.R. Book 486, Page 677; thence /PG \ MOM \ / / 48 O North 89'43'Ot" West along the said North line of O.R. Book 486, Page 677, a distance 1 1 9 4 \ \ E4003m'F Z I of 313.50 Feet to the Northwest comer of said O.R. Book 486, Page 677; thence North Q 00*16'59" East along the Northerlyextension of the West line of said O.R. Book 486, ED I s \ 8� 80 \ 52 \ 49 \ \ / `>D / I OL Page 677, a distance of 14.12 Feet; thence North 89°49'19" Wet, a ditance of 387.50 1 I I 24 �O Ey \ �°0 UM �4003JF \ \ / / 24 Q OL I feet i the POINT -OF -BEGINNING., s 6 / STO R M WAT E R Mom\fit \ \ 50 Lf3,375 So Q Containing 67.307 Acres o land more or less. L6 UMM __ c° 193 z MANAGEMENT TRACT B 205 6 \ 25 v+l oc w ' 3 / \ \03j �Od 4i W OL LEGAL DESCRIPTION: COMMERCIAL ZONING PARCEL (BY SURVEYOR) v 164 tx>o / -. ; 81 \ \ 26 ��° abo W > W M O � TU66:0 IW u'\ � A + U-ppm 51 (1D ✓ � � Igl he a_ A portion of lands described in O.R. Book 1131, County, Florida,2872 a .R. Book 23, Page \ \ G 1071, of the Public Records of Indian RiverCoun FLying in Section 23, 00 1h . Cfl I �,j�\ i / 85 �466 S 27 0) Township 31 South, Range 38 East, o said Indian River, County, being more particularly o co EX 15T. HYDRANT d \ 192 I 206 \ �'f40_>_L / / �4pp \ n� g+ Z� I described as follows: C) 1D65 gloom 'a ° \ / 28 \ \ 20 V I O - Beginning at the Southwest corner of said Section 23; thence South 89°43'01" East along i 1 \ 82 (o 1 N the South line of said Section 23, a distance of 65.41 Feet to the East Rightof-Way line •- o r •� �8593�F 29 O I of County Road 510 per F.D.O.T. (Florida Department of Transportation) Right-0f-Way i I l0 207 ; ' .1 S 03� .d" 1 O Q map panel 8851-150, as recorded n Plat Book 11, Page 30, of the Public Records of Ln 16 6 191 \ 6 00033]I Lei Indian River County and the POINT -OF -BEGINNING o the herein described parcel; g I Q �0660om I ) gym_ I� _ J �" 30 gO,C,Ep JURiplr*RICTAL Z W thence North 00"08'38" Eat along said East Rightof-Way line, a distance of 21.99 Feet; > 16 WATER MAIN Q 31 M LINE thence North 00'15'08" Eat along said East Right -of -Way line, a distance of 555.71 \ 83 / 6 / Feet; thence South 89'49'19" East, a distance of 387.50 Feet to a point on the Northerly j' 208 T,s�F / y =12 OFF E/P J e� 167 I I00 /° '(FtPC�R p `N ' I extension of the West line of lands described in O.R. Book 486, Page 677, of the said 32 P� P� ^ k �; Public Records of Indian River County thence South ook 486," West along said P` v Northerly extension and said West line of said O.R. Book 486, Pam 677, a distance o W O W Wmom I I / MOM �/ G ��� �� o I 578 42 Feet to the said South line of Southwest 1f4 of said Section 23; thence North 209 0 �., / 33 / \<vP �� Z}9°43'Ot"West along the said South line, a distance of 387.15 Feet to the POINT OF - I KLn Q I 168 9 189 � 7 6 1 0 183 T�b353JF 34 s / " �� �N 0 N BEGINNING. r a rn o3�F I o0D spp� P O '� ) f (L 0 � p 1 L0 -D 1 E501 M '. 64 01.09� I i � / / O(``� �� 1 a0 N O` \A\� / Containing 5.140 Acres of larid more or less. H I• z W 35 ± -' - + 5� .�uN�') --C400,1k `� _ - - �. �\v�O\V_ w �,•2° �f`/JO�\•J`" vWi O 169 s1 0o s N 36 69 31 P\Np�(�NO�N P.��O �� p, z o.13s s€� 62 f, a 9466 aS i N p� e5 F i TRACT J ►- cn - - - - o �Nr✓. , o ENE I' • - - U� 20 NP�� ���., ��L�N PRESERVATIO LL- I M4M 182 L / LP O(,\P G. O �� valLes , _•__-- g 170 _ 1 I r 1 �4 11= 1 oo.D' o Pg� 1�0 171 172 173 174 175 176 177 178 179 180 A = O'39'45' �ELO cv I V-6930 Mo3JF M600M nwm ��m �m �m�M Mom V-811 s� L = 6.06. .�% o N0008'38 E R = 50.0, P�� o�, _ S - N 21.99' A = 90'00'00- o O w/ L 78.54' 5/8" IRON R 1 130.54 f 5/6" IRON ROD W/ GAP 'La 3605' •- �- - - �- GAP "La 3608" 657.52, N 89"43'01" W 387.15 " E INSTALL SILT FENCE 1788.06' � 5/8' IRON ROD w/ S 89'43 O1 SEE DETAIL M04�,I R.. PE #47529 S8T43 01 GAP "La 360a" z 65.41 (Z PLAGE5) „ Z • z �W O j > z W Q < �Q W --� M W OL cc Z 0 O r ' W� La Zm v♦ r� W V♦ Qm /� . W Z ..e W0 Z z Q _I m W U) SHEET Pi OF 1 02-145A JUL V 1 z N N N C-4 lvr,) O 1�0�) O50, TYPICAL LOT GRADING PLAN TYPICAL LOT GRADING PLANco wN.T.S LOT FRONTING ON ROAD N.T.s LOT BACKING ON STORMWATER TRACT 0Colo, NSITE INFORMATION ``' 13' 2' 10' 10' 2' 13' z t� ROAD ROADr W � J OWNER PROJECT DESCRIPTION 3 1" TYPE III ASPHALT 4 SEBASTIAN RIVER LANDINS, LLC. 2.0% °, ,� \ �O e� 1688 W. HIBISCUS BLVD. ® THE PROPOSED PROJECT IS A SINGLE-FAMILY SLOPE _ / \ } ELBOURNE, FL 32901 RESIDENTIAL SUBDIVISION OF 210 LOTS. 1 `1 �tv�hry F7_ M (321)953-3300 WATER SOURCE / MODIFIED MIAMI CURB -j \ U U ~ ~ ~ N RIVER COUNTY UTILITIES WATER MAIN 8" MIN. STABILIZED SUBGRADE / / u / INDIA I 6" COQUINA BASE /Lr) SURVEYOR SANITARY SEWER SOURCE / o / / PROPOSED PROPOSED o� a g ' COUNTY UTILITIES SEWER MAIN ��' I ` \ # HOUSE PAD # # r ousE PnD °' _WILIAM MOTE LAND SURVEYING, INC. INDIAN RIVER I W!L. Z:A-1 76 Z`t p O p p p 1275 SOUTH PATRICK DRIVE, SUITE H ARCEL LD. NUMBER(S) TYPICAL ROAD SECTION /R c$Qj. /... - LU:L-t LUtL-1' FLORIDA 32937 3955 TAX P / /tQ �. Z:CL W W W W W SATELLITE BEACH,cl \ \ N.T.S. 15 M.P.H. DESIGN SPEED / •� LU:C/I Sy 2 321-773-4323 23-31-38-00000-5000-00005.0 / / J ZONING 23-31-38-00000-5000-00005.1 23-31-38-00000-5000-00005.2 / / \ \ f Z: CG CURRENT: A-1 PROPOSED: PUD-R SITE ADDRESS / / S / / f Q � l LU: C/1 SITE LAND USE FELLSMERE ROAD / / \ \ s Z:A-1 -1 PROPOSED: LDR SEBASTIAN, FLORIDA 32958 / LU:L-1 CURRENT: l STORMWATER TRACT N SITE DATA TRANSFER ST ATEMENT / 0 "PRIOR TO TRANSFER, TFiE TRANSFEREE MUST ASSUME IN WRITING OF A FORM, % ` \ WACR 51 RD N SITE AREA s 72.45 AC �*'/ \ COMMERICAL TRACT AREA 6 6.03 AC COUNTY ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, � / RESIDENTAL TRACT AREA 66.42 AC ACCEPTABLE TO THE COU CR 510 U 00 AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO GIVE TIMELY NOTICE .,r/ \ ` f TOTAL NO. OF LOTS 210 OR TO PROVIDE THE ASSUMPTION OF PRIOR COMMITMENT VOIDS THE '`' / J DENSITY 3.12 UNITS/AC � i' \ II N J (n J Q a ' PRELIMINARY APPROVAL". CONSTRUCTION SCHEDULE TRAFFIC STATEMENT {{ I. START CONSTRUCTION DEC 2002 S END CONSTRUCTION JULY 2003 ®ADT = 210 LOTS x 10.1 TRIPSAOT = 2121 TRIPS VIC11141TY MAP � PERMITS REQUIRED i� / i`i i� �f ,� ��/ ��� \ NTS Q DIAN RIVER COUNTY PRELIMINARY PLAT APPROVALf % IN CITY OF SEBASTIAN ANNEXIATION Cn CITY OF SEBASTIAN COMP LAND USE PLAN FDEP WASTEWATER / �,��% FDEP WATER INDIAN RIVER COUNTY RIGHT OF WAY %�� (' f S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT EXEMPTIONr / ! \ y f,. FLOOD ZONE �. f. TRACT F Z THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONES 'X', 'A', 'AE' / \ oo7s E DATED MAY 4, 1989. •��% •-� -• ��` �� ' `'`�� �••% RECREATION •I � t PER F.I.R.M. PANEL No. 120 61Cep .' ./'�...f :.% '•` �..� '�. of i,. _ / \ I. uj f TRACT Cir \ �; ] - ,•s•` ..-'- ..-. /-�•- f.- ll. I' / N e,�E'+ STORMWATER N _ Fit \ _ U. U a rs, MANAGEMENT \ a ,� - 4Dcri m w In W Q •. ..r•^-••... ...E;nc--yera••F+ae'c-_.:...._- --- -• .. .._..^ m...w"„'....-" -� � ,-.-�' '� '- o ,. m Z ,.it) __ ..._X IL ..... ..... .. . _ cq S 89'36'05 E L pq "--00 CURVE TABLE CURVE LENGTH I RADIU DELTA C1 I 466.82' 2205.75' 12'07'33" a 0 a O W 3 --fir --- cn - TRACT A c ,`-- j t STORMWATER MANAGEMENT / g ►. N24.09 \ NO. OF50'S=128 ' j �yo ti / N 89041 3G' E \ N0. OF 70' S = 82 �q c° �,yH 07 CAI BLOCK ! H I I 3fi LOTS t TRACT j . PRESERVATION W o TRACT B I \ I I Z Z b STORMWATER W MANAGEMENT �_ z I a I I I BLOCK D BLOCK E TRACT E I Q, I 35 LOTS W I BLOCK STORMWATERN LOT5 W \ a.I - MANAGEMENT \ W cn I. to Z O S 89*49'19" E 500.59' TRACT J \ I d .Q 4} O I TRACT K N 89'43'01" W 31:.•50' II I I Z Q / o j c TRACT D I j���' ` " • - -i w ! M STORMWATER 1 � MANAGEMENT \ w, ►� to I $fig' I ��� hMgn�• ' sz �� - 50.0' PZ£ZZ ti z H� Iw o I I BLOCK C 1 o U w I I tw 27 LOTS / j LPL k I t"' �7_ Z \ ( CV Ir- N `N �� 0 O O� " Q Z o ZI I _ ! o — N' (n®a >b b v' zH H z 10t DIRT ROAD URFORE DIGGiNG FREE GUTRACT I® JBLOCK B PRESERVATION LOTS SiAT NEo rofDA7G H SHEET zQz /rIN OMW . OM. OMN . OMI OMN •.. ONM - . OMI ON•N Qom' qM' _-- .. qM _- .- qM - _ - - .•-._ • .-...•+--..-.v- :fit`• 1 -+!b• . ...a- - - I — t —-.Tvrr--+r ;+ - -x-- — — — — — "— — ��-.c: ✓:.iti:�.•_. � —`. _.._ :L•._ sa•°a=.:z.^..s`._"=-•— -_-- _ OF K r j"": � I/ 1OP 30657.5 't DITCH Pi I I N 89'43'01" W 387.15 30t DITCH S 8W43'01 eE 1 PLAN BRUCE. !A, ' FL E #47529 OF i CONCEPTUAL LAYOUT 02-14577:d • I 1 "=100' SITE INFORMATION OWNER / APPLICANT PROJECT DESCRIPTION SEBASTIAN RIVER LANDINGS, LLC THE PROPOSED PROJECT IS A SINGLE-FAMILY 1`682 'HIBISCUS BLVD RESIDENTIAL SUBDIVISION OF 188 LOTS MELBOURNe% FL 32901 321953-3300 WATER SOURCE SURVEYOR -INDIAN RIVER COUNTY UTILITIES WATER MAIN . WILLIAM -MOTT LAND SURVEYINCa, ENO SEWER SOURCE 1275 'SOUTH' PATRICK (DRIVE SUITE 'H INDIAN RIVER COUNTY UTILITIES SEWER FORCEMAIN SATELLITE --4323"ORIpA293r TAX PARCEL I.D. NUMBER(S) ZONING 31-38-26-00000-3000-00004.0 31-38-26-00000-3000-00005.0 PUD-R LAND USE SITE ADDRESS RESIDENTIAL CR 510 SEBASTIAN, FLORIDA SITE DATA TOTAL SITE AREA = 62.827 AC TRAFFIC STATEMENT TOTAL NO. OF LOTS = 188 ADT- 188 'LOTS x 10.1 TRIPS/LOT=1899 TRIPS DENSITY = 2.99 -UNITS PER ACRE 10UTILITY EASEM NT z re-1 12' 4' S/ 50' R/W _ 2 6' 22' 2' 11' 11' 14 TYPE rt OF PAVEMENT S-1 ASPHALT 2 0% — 2' MODIFIED 8" MIN. STABILIZED SUBGRADE MIAMI CURB COMPACTED TO 98% MAX DENSITY 6" LIMEROCK OR COQUINA BASE PER AASHTO T-180• FBV-50 (MIN.) COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180. LBR-100 TYPICAL ROAD SECTION N.T.S. 10' UITILITY EASEM NT J it 4' S/ TYPICAL LOT CBRADINp PLAN 1YP JM_ LOT G LAIDM FLAN N.T.S. LOT FRONTING ON ROAD NLL LOT BACKING ON STORMWATER TRACT ROAD ROAD CONSTRUCTION SCHEDULE 1 165 I I 192 IQI ��' 206 27 START CONSTRUCTION DEC 2003 SETBACKS II ate\ END CONSTRUCTION DEC 2004 0 0 28 FRONT SETBACK 20' 166 I I 191 l0 207 \ 84 82 oRwE \ - SIDE SETBACKS = 7.5' I I I^ \ O�N�i 29 _ o S�oN'� P 30 PERMITS REQUIRED REAR SETBACKS = 20' _ _ 10i5RA AGE ASE ENT PRI ATE)_ _ _ CITY OF SEBASTIAN CONCEPTUAL PUD APPROVAL SIDE CORNER 10' , 208 CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION APPROVAL 167 \ 83 5� o0 1 � � -, 31 I INDIAN RIVER COUNTY CONCURRENCY PERMIT LOT DIMENESIONS I I INDIAN RIVER .COUNTY TYPE B FLOOD PROTECTION 1 I 5 p0 32 BLOCKS AB, dcC.................75 x 120' 209 o j INDIAN RIVER COUNTY UTILITY PERMIT 190 189 188 187 186 185 184 183 0 ` S.J:R.W.M.D 40C-42 DISCHARGE PERMIT (STANDARD/MININIIM) 74 LOTS TOTALS 1 1 68 I I 33 S.J.R.W.M.D. DRAINAGE CONNECTION PERMIT r sa 01.09 FDEP WATER DISTRIBUTION' PERMff BLOCKS D,E,& F......55' x .120' 34 I' FDEP WASTEWATER COLLECTION PERMIT (STANDARD/MININUM) 114 LOTS TOTAL — _ — _ _ A k �} m °o K 169 top % / 61+0o s + 0 36 _ — MORGAN CIRCLE / 170 182 / ` / 1 181 171 172 173 174 175 176 177 178 179 180 TRACT J -� PRESERVATION f O'F 8i 5 8°f43"or E 563.76` \ON � / / gL0 LDS �� �,Q SF,�' ♦�� / slop' 1 a v;iL V'T/ ono. I N � '� O� P O K F �v� LLOVE O �p(� � � � � ON NO I oo .101 0019 K / \ gt� I• 0. 05, % ' BLOCK D i 21 LOTS cl qt STORMWATER I I I MANAGEMENT TRACT D / I (f ++ STORMWATER i v cn MANAGEMENT TRACT E I I I m N I �o l I I I STORMWATER I I m I I I� MANAGEMENT TRACT F o �• I I I I -- I I I I I �� I tr i I I BLOCK H BLOCK G 22 LOTS I 25 LOTS I ZI — — — -- -- -- I ----- -- -- oQ BLOCK E I I BLOCK F I BLOCK A 24 LOTS I �o t 22 LOTS 31 LOTS TRACT "N" j 0.14 Ac — • — — — — — — — — — — -- — — TOP OF BANK — — — TRACT "J" 1 13 Ac- 5 614644" E 2452.97 5 5' WIDE LOTS 7 5' WIDE LOTS 4 (MINIMUM) (MINIMUM) �I N CONCEPTUAL LAYOUT PLAN I SCALE: 1"=100' - STORMWATER TRACT IN ■ � �Q , �ti C �•'co ZA-1 W� W:L-1 W_ W:C/i Z .C,4 L ux/I ZA-1 S SITE W:L-1 WABASSO RD CR 510 VICINITY MAP N NTS = TOLL FREE 1-800-432-4770 SUNSHINE E STAW M GILL a- Wa BRUCE A Ate, FL PE #47529 i z 0 VU�INIMI'tl�nl� � O � M CV O co I m m m m N ¢ 3 ¢wall O m w m LL1. p p Ld Z Z Z Ne La O JE Q U 7 p p 0 p IV) U c VtQ�� I osol a m c0 G Z 0 F 0EjL W� Z� Q u� z Q (� z Z m o U W� co Z Qz J o z SHEET Pi OF 1 02-634 - - -- -- ._.. TRACT DESIGNATION ENVIRONMENTAL IMPACT STATEMENT ROAD ROAD SITE INFORMATION TRACT D - 5.73 AC - STORMWATER MANAGEMENT NO DEVELOPMENT IS PROPOSED WITHIN THE TRACT E - 2.28 AC - STORMWATER MANAGEMENT OWNER / .APPLICANT SEBASTIAN RIVER BACKWATER OMITS (TRACT H}. TRACT F - 1.62 AC - STORMWATER MANAGEMENT NO OTHER SIGNIFICANT ENVIRONMENTALLY SENSITIVE 10UTILITY EASEM NT 50' R/W 10' UITILITY EASEM NT SEBASTIAN RIVER LANDINGS, LLC TRACT J - 1.13 AC - LANDSCAPING AREA EXISTS WITHIN THE PROJECT BOUNDARIES. 1682 HIBISCUS BLVD TRACT 0 - 0.15 AC -UTILITY THE SITE EXIST AS AN ABANDON CITRUS GROVE Z 26' z MELBOURNE. FL 32901 TRACT V - 2.72 AC - PRESERVATION 22' 321-953-3300 TRACT W - 0.53 AC - PRESERVATIHOUSE PAD ON ll PROPosEO PROPOSED PROPOSED TRACT X - 0.84 AC - PRESERVATION Lr 12' 2' ill ' 1 1 ' 2' 12' S HOUSE PAD HOUSE PAD SURVEYOR TRACT Y - 0.07 AC - LANDSCAPING WILLIAM MOTT LAND SURVEYING, INC OPEN SPACE CALCULATIONS >, 4' s/ 4' S/ „ 1275 SOUTH PATRICK DRIVE SUITE H-t I' H FLORIDA 32937 STORMWATER,-MANAGEMENT TRACTS - 9.63 AC Ct OF PAVEMENT # ` SATELLITE BEACH, - 0.00 AC t�' TYPE # � 1 321-773-4323 ACTIVE RECREATION TRACTS _ 0.00 AC s-1 ASPw+LT 2.07[ - PASSIVE RECREATION TRACTS ZONING PRESERVATION TRACTS - 4.09 AC STORMWATER TRACT - 2.88 AC II RIGHT OF WAY OPEN SPACE MM�i �CURe FRONT DRAINING LOTS REAR DRAINING LOTS SPLIT DRAINING LOTS PUO-R eVFltac:F LOT OPEN SPACE - 16.92 AC 8' MIN. STABILIZED SUBGRADE LOTS 210-240, 271-274, 304-351. LOTS 241-270, 275-303, LOTS -NONE TOTAL - 33.52 AC = 53.37G COMPACTEDTOTO 98% MAK OR X DENSITY I 372-398 A COMPACTED TO 98X MAX DENSffY 352-371 LAND USE PER AASHTO T-180, FBV-50 (MIN.) PER AASHTO T-180. LBR-100 I RESIDENTIAL LOT COVERAGE T PICAL ROAD �10 CTN I TYPICAL LOT GRADING PLAN SITE DATA AVERAGE LOT AREA - 7.800 SF NT AVERAGE BUILDING AREA - LIVEABLE - 1,900 SF TOTAL SITE AREA = 62.827 AC AVERAGE BUILDING AREA - NET - 2,500 SF TOTAL NO. OF LOTS = 189 OTHER IMPERVIOUS AREA - DRIVE. ETC. - 1,350 SF DENSITY - 3.00 UNITS PER ACRE TOTAL AVERAGE IMPERVIOUS AREA - 3,850 SF - 49X TOTAL AVERAGE OPEN AREA - 3,950 SF - 51% 165 I 192 IC 206 \ o� 27 � I \ \\ '. SETBACKS FLOOD ,ZONE ICI o\ \ \ FRONT SETBACK 20' , THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE '4,� AND AE-_] I I� 207 \ 84 82 �R��� 29 SIDE SETBACKS = 7.5 ® PER F.I.R.M. PANEL No. 120 61 C 0078 E, DATED MAY , 19891 6ND 191 PORN' REAR SETBACKS 20' - SIDE CORNER a 10' PER F.I.R.M. PANEL No. 120 61 C 0090 E, DATED MAY 1989. I I - - - - s�oN� 30 10rC}RAI GE E ENT PR , WATER .SOURCE - - f- - 2a8 \ 83 31 LOT DIMENESIONS INDIAN RIVER COUNTY UTILITIES WATER MAIN 167 is LOTS 210-284 do 347-371 ........... 75' x 120' 3 2 (STANDARD/MININUM) 100 LOTS TOTALS SEWER SOURCE. I I o INDIAN RIVER COUNTY UTILITIES SEWER FORCEMAIN 168 190 189 188 187 11186 185 184 183 209 0 33 L LOTS 285-346 & 372-398...... 55 x 120 I P R.� I I (STANDARD/MININUM) 89 LOTS TOTAL TAX PARCEL I.D. NUMBERS) 64 010934 - 31-38-26-00000-3000-00004.0 + 31-38-26-00000-3000-00005.0 169 - - f�a - - i e►s/ G PROJECT DESCRIPTION - THE PROPOSED PROJECT IS A 189 LOT RESIDENTIAL - 3 _ s 61190 so�oo s \ 36 PLANNED UNIT DEVELOPMENT. THE AVERAGE LOT SIZE IS - _ MORGAN-CIRCLE - - ' / ' LPI APPROXIMATELY 7,800 S.F. (0.18 AC.) WITH THE AVERAGE I LOT WIDTH 65' WIDE. THE MINIMUM LOT SIZE IS 55' x Z170 1 82 / lop 120' (6,600 S.F.). THE PROPOSED SUBDIVISION WILL 181 \ ' PPRWMATE_ 5 ACCOMMODATE SINGLE FAMILY RESIDENCES 171 172 173 174 175 176 177 178 179 180 BRIDGE LOCATION (APPROXIMATELY 1.900 S.F.) \ � etc i 6 PERMITS REQUIRED _ - 5 8143'Or E 563.76' I CITY 011 3Et%XS1DOQ I CITY OF SEBASTIAN SVBpMS10N CONSTRUCTION APPROVAL I -INN RIVER COUNTY RIGHT-bF--WAY PERM ' Arg2. ' 5 INDIAN RIVER _COUNTY UTILITY PERMIT S.J.R.W M D. ENVIRONMENTAL RESOURCES PERMIT 215 216 I ARMY C O.E: -NATIONWIDE PERMIT n \ F � � PNp`� ` i / \ ��S 214 10.71e s4 14 12.O2e p• it FDEP WATER . DISTRIBUTION PERMIT FDEP WASTEWATER COLLECTION PERMIT / vJE�� \ \ it,e14 sq tL I FDEP NPDES NOTICE of INTENT � i EX��� 213 \ \ tt.tl7sa s7q 1t 6 C� ��0 IL \ \ � \ I / e► Cj g `; 2 1 ails fL sr CONSTRUCTION SCHEDULE START CONSTRUCTION DEC 2003 212 I END CONSTRUCTION DEC 2004 t,,0E7 s4 ILL \219 I SITE ADDRESS \�doop \ \ 51 1X 0. fL 1 CR 512 Q� \LP'v o oj`�OC\ N� DF - 1 � f yoo2o 11 n \ \ t4,591 2 IL 6A I SEBASTIAN, FLORIDA N �,�( k P \- .� 0"-- 350 210 0� �JE 9,300.4 R 9,Op0.a tt \ \ toe atI. % I TRAFFIC STATEMENT / ONE 'O� (,P��0�0 ENE �0 um4s94 R tz.�i :q ,L 1 ADT=189 LOTS x 10.1 TRIPS/LOT 1909 TRIPS / POE ��J�� �� fl -� O ` nI �Q� 348 i / 54 i \N O -(N NE �.eoo e.:�a sq a 221 I i ��P` ON `� 0 O ���1\� �� 347 / M sq. fL i i \ 250 / 133'q R 1 / �GOgN0 20 ' qNp 0� atzi 6 n / 52 o \,OG� �\ \ tt •a / / \ tt,e2 .5q n sq7767. fL ' 371 \ 49 \ \ s4R ice/ \ \ , 22 I -,� �. LLB �. �i t0a0.i R 248 2 3 10,9ee sr4 1ti i , 10,390 sq. 11. e°343 CAM 4'4 "' \ 9000i4 TM \ 1 a 4 � fL "4 e,eil3a •4 tt 284 \ i I N0� i P Z P� OCK %g2 to. .a III. \ 9 0 \ I 223 4 LOT p 1 285 \ \ 354 \ % 7 IL 1; I %M5 >,4' R O 3 1 � e.00o44 fL � 8,M sq. IL 9A00 s4 \ \ I 1too 257 aM 1L ' ' \ eA 983 R \ \ I I 90 �4 1L I O� e eDO 1L / \ \ % � i4 1t• \ 9A4 6 \ I- - - - - I Q A� % e.�c +� 287\ �AM .4 tt � � \ \ \ II'J54 tt � TM \ � � - - - - � I 1 ta. W :a +L I \`� 333 7 �4 +L 335 �eb�o3.o n em �a fL 7.999 4 288 9,e30 .q \ / \ 282 \ \ 1 I I 58 332 289 It' \ 9AW sq. fL 368 1 { I 9A0 41L i 331 �� i �4 UM 4% I I 22 I 330 °`900 sq. n up 0 �, \ 1"S sq. tL I ST O R M WAT E R 9,000 4 fL I I 329 eeo0.4A. � \ 281 MANAGEMENT TRACT D I 9Ae3 +4 R / 372 \ 9A5< fL1 i 9,0 84. ,L I 328 ' 356 7A10 4 fL \ 6. 00 p 1L \ 1XIA246s74 R U �Sa7i sq. fL I I 1 226 I fL 11.817 sq tL \ \\ \ \ STORMWATER 9.74 s4 fL \ 397 398 373 292 \ MANAGEMENT TRACT E I 394 \ \ 395 am s4. 9t ed9Ee.4 e,102 s4 h eeo9 p. ft. I 280 I U I 1 260 I ees7 p 11, >(A7e sq A• 7. �4 R I 10,192 s4 1L 366 O 357 I I lDOU >p ft. \ !.� I ee00 >� �• \ \ I- - - - - •9 R I m (a,p00 >t41t 243 I ( 227 I ♦1 374 293 \ 1 - - - - - - - - - - 9,714 •q. It I 9Apo >f4 1R N 7A24 s4 R 392 i \ eepo 1s tt. \ e,epo sq. n,cl - 9.e12411 294/� i \ \ ----- ----- ---- 61 i� / 375 \ \ 7A >t4 tti \ I 279 1 i - - - - I 9A o sq. R es a2>" 1L 391 i 1 eepp.4 n. \ i 9:000 .4 fL I I e. oo +5a ti a000 .641E I I 1 I I I 228 3 1 U44 4" I STORMWATER \ I 242 mw 4R s i I M I M MANAGEMENT TRACT F 37s I ( 1 �74�" ( h 325 I \ 7,e1e % it 295 ( 278 1 1 I 62 I QAe2 s4 % 390 - - - - -7$13 _ - L - um 04 It 364 �_3 59 fL sq. ILII '4 >>L F I I 1 m ( 24 �- 389 1 1 eeop t4 >t 296 - RL�G`I� I 1 9,71�iq tt I I 1n I I I eeoo •4 +L I 7'4 "' 123 LOT e.J 707 1 1 fL 363 360 I - eAp06 q n I I f I I ee 3 I I 8 - 1{---- -- -- -- -- 378 I I e,12994I I�7e°.0 1 km 4tL I 9.opo8% ( I f 1 9: °4�• 'I 1 e,.4 ti I I 1 1 l 1 I 301 1 I; BLOC G I 1� 4 276 270 269 268 267 I I 266 265 264 322 386 1 1 385 2 7 L TS 382 381 380 �Aee :4 a 298 BA9t „41t. 361 I 10,9ee .4 IL 9A15 94 fL We r4. n. 9.e1e 4 fL I I we .4 iti 9Le1e •4 fL 11.133 >,4 n I - � - 387 a e00 .4 11 gJlipa .4 ft. e eoo .4 tL ae00 .4 1t a eoo .} R a 37� % e epp a R I - - 7.9tRs st4 A. I I 384 383 ` "6� R ft. I 9ep0 302- I N I 321 - - - 10.7e4 +4 R 275 A- - - - - - W Me 4 IL- - - 14A14 4 IL10,- - II ' 320 Tb 303 II Z 16.04 sq ,L 317 7.i 274 273 272 1 240 239 238 237 236 235 234 233 319 318 316 315 314 313 312 311 310 309 308 1 307 306 305 304 to ete .4 iti 271 9,7W s41L %750 ,4 1t. M sc R. 9.750 �4 ,L 9,7N .% R 1= >,4 fL I 9Ai3 sq. fL 7.150 sq 50 �4 R 7.150 tq R 7,150 sq. it 7,150 p 1L 7.t50 s4 R 7.150 �4 A. 7.150 �4 R. 7.te0 4 1L 7.150 �4 fL F i7.150 i4 1t 7.150 s4 R 7.150 �4 fL Us 4 tl 17,731 •4 R 9,T76 >t4 % 9,7W 4 It. 11,241 st¢ tL 11.See � n 9,750 s4 R BL CK F BLOCK A I Z 4 LO i 1 10 1 LOTS 31 LOTS I' PLS ik34 - _ - 7CP.OF.'BANK. _ _ 1 _ _ 2452.97' F-1 F 1�I1 F-1 IIf�' IR/CAP FDF-1 F-1 I I I 1 LS &3 35 5 5 WIDE LOTS 7 5 WIDE LOTS 21� 4 *- s� B I i I 4p Q-yry in d Lut-t o iAA_�' i tu:Cn 7 � n z*-k SITE Wa-1 WA8ASS0 RD CR 510 l VICINITY MAP S to Z 0 2 d M M N 0 N 3 W zIn il O m m tL O Z 0 W Z � 0 W V W 0 W = Q Q -� 0 0 0 0 (n DIRECTION OF F -Ow V FABRIC CKFIL SILT -BARRIER (FABRIC FENCE) TRENC i TOE IN 1 •' SODDED SLOPE b M EXISTING GRADE TOE OF SLOPE Q 1 VARIES 1 r� FABRIC N SILT -HARRIER �/ Q 0� BALES WITH TWO (2) Yx J 3'TAKES THROUGH EACH Q ■. �F/STST� \' 8AL-Eb HAY SILT -BARRIER PERIMETER EROSION AND SEDIMENT CONTROL �M s ItMO ED M :PREVENT !arc SnAfM TRPM-M FROM, WW PRO"T _ W \ �DO� V �/P SOE ON W •D.IACPI/E PROPERTY. MSiALUXRR7 OF EITHER 9LLM HAT OR FABW fE #M TYPE SILT a w" a ACCEPT ML 7HE away R LL w RELUI„ N PLACE UNIX UPTAED VECE7 MM a ESIAWSHEO. \ A BEFORE RT]TOVN6 su 9WRER cowTTacTaR Sam COLLEGE AND DTsvosE or AM 0 SLT FENCE DETAIL man i LEGAL DESCRIPTION ` THE SOUTH 512.13 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF Q W NORTHWEST 1/4, AND THE SOUTH 512.13 FEET: OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4, LESS THE WEST 200 FEET, ALL IN SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST.IL AND i � 0 THAT PORTION OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, LYING SOUTH OF THE DRAINAGE CANAL E J LOCATED IN.. UPON AND UNDER THE LAND UPON WHICH AN EASEMENT WAS GRANTED TO GRAVES BROTHERS COMPANY A FLORIDA CORPORATION, BY EASEMENT Q W RECORDED IN DEED BOOK 28. PAGE 435, PUBLIC RECORDS OF INDAIN J RIVER COUNTY, FLORIDA.ILZ AND THAT PART OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST Q 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, LESS THE SOUTH 512.13 FEET THEREOF. THAT PART OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF NORTHWEST 1/4 OF Q SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, LESS THE WEST 200 FEET Z AND THE SOUTH 512.13 FEET THEREOF. Q Z TLC TDTT� W J W C 0 Z o 0 Qe-44, 1) V Q co C292SZ bZ£ZZ� . Z cA U 48 HOURS .BEFORE DIWNG W � Ld m CALL rou CO Z o: ►� ow du Q Z SHEEr PE 02-634 I I ;i TRACT.: E IGNATIQN : ENT SITE INFORMATION ENVIRONMENTAL IMPACT STATEMENT TRACT 0 ,�- .7 --SMItMWATER MANAGEMENT NO DEVELOPMENT IS 'PiiOPOSED WITHIN THE `z OWNER APPLICANT TRACT E - 2�29 =l►t: -- STQRMWATtR MANAGEMENT SEBASTIAN RIVER BACKWATER 'UIIATIS (TRACT H). v1' TRACT f . 22 Ae - STORMWATER MANAGEMENT NO OTHER `SIGNIFICANT ENVIRONMENTALLY SENSITIVE 50' R/W 10' UITILITY EASEM NT t TRACT J 1.13 AO - LANp$CAPING 10' UTILITY EASEM NT # S S SEBASTIAN RNER LANDINGS, LLC AREA EXISTS WITHIN THE PROJECT BOUNDARIES. 1682 * HIBISCUS. BLVD TRACT 0 0.15 AC - UTILITY THE SITE EXIST AS AN ABANDON CITRUS GROVE = 26' : MELBOURNE,: 32901 TRACT W 0.53 AC - PRESERVATION 22' zr p 321-953-3300 TRACT X - 0:84 AC - I'RESERVATTON PROPOSED HouSEPEAD # PROPOSED 1 07 AC LANDSCAPING 12' 2' 11' 11 2' 12' HOUSE PAD HOUSE PAD SURVEYOR TRACT Y - 0. i. OPEN ;PAE : CALCULATIONS ,. 4' S/ 4' S/ WILLIAM MOTT LAND SURVEYING, INC 1275 SOUTH .PATRICK DRIVE SUITE H - 9.63 AC I STORMWATi OF PAVEMENT € 1; SATELLITE BEACH, FLORIDA 32937 ACC RlgfyR Rlc - 0.00 AC 1�' xT S-1 ASPHALT 2,07G 321-773-4323 PASSIVE=1,RrldN ,1RACtS - 0.00 AC a PRESERVATL4TN TTATs - 1.37 AC STORMWATER TRACT ZONING ev^c:oT fSF�EN.SPACE - 16.92 AC ,�/ DIETED FRONT DRAINING LOTS REAR DRAINING LOTS SPLIT DRAINING LOTS - 27.92 AC = 44% _ IAMI CURB NONE TOTAL g MIN. STABILIZED SUBGRADE PUD-R COMPACTED TO 98S MAX DEN511`f OMPACTED TO 8S MAXIN. ENSITY t0T5 210-240, 271-274, 304-351, LOTS 241-27d, 275-303, LOTS - Iti 352-371 372-398 ND USE LO_ T C ygRAGE PER AASHTO T-180, Fev-SO (MIND PER AASHrO T-180. LBR DING PLAN LA A - 7,800 SF TYPICAL ROAD SECTION ! TYPICAL LOT GRADING `3 RESIDENTIAL AVERAGE LOT` AREA - 1 900 SF AVERAGE BUII,.OING LIVEABLE � "•T� i NTS SITE DATA AVERAGE BUIL10INc -MET _ i 3so sF OTHER IMPERVIQW :DRIVL .ETC. TOTAL SITE AREA - 62.827 AC - 3.850 SF = 4956 TOTAL NO. OF LOTS - 189 TOTAL AVERAGE IiIOUS AREA _ 3.950 SF 51 X _ 4-- DENSITY .a 3.00 UNITS PER ACRE TOTAL AVERAGE {SPEN AREA 27 \�\ 165 ' 192 1Q� 206 I \\` SETBACKS FLOOD ,ZONE I I o\ \ 82 28 \\� O FRONT SETBACK = 20 THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X, A, AND I I� 207 84 29 Q SIDE. SETBACKS = 5' PER F.I.R.M. PANEL NO., 120 61C 0078 E. DATED MAY 4, 19891 "D 1 191 n \ 1� � 30 \1 REAR SETBACKS = 20' PER F.I.R.M. PANEL No. 120 61 C 0090 E. DATED MAY 4. 1989. SIDE CORNER - 1O' - - 10' DRA AGE EASE ENT (PRI ATE)- - - \ 83 WATER SOURCE - - - 208 31 -.._DLME NS I I- - � � � � i I INDIAN :RIVER COUNTY UTILITIES WATER MAIN 1 6 7 1 I I 1 32 I � LOTS 210-284 do 347-371........... 75' x 120' (STANDARD/MININUM) 100 LOTS TOTALS SEWER SOURCE 111 209 0 . FH 33 INDIAN `RIVER COUNTY UTILITIES SEWER FORCEMAIN 19 0 18 9 18 8 187 1 11 18 6 18 5 184 183 LOTS 285-346 do 372-398...... 55' x 120' 16 8 A 64 D1.09� llll rr WA-1 HINA-2 (STANDARD/MININUM) 89 LOTS TOTAL TAX PARCEL I.D. NUMBERS) 34 + k / � - PROJECT DESCRIPTION " 31-38-26-00000-3000-00004.0 - - - 31-38-26-00000-3000-00005.0 169 36 THE PROPOSED PROJECT 1S A 189 LOT RESIDENTIAL s st oo PLANNED UNIT DEVELOPMENT. THE AVERAGE LOT SIZE IS APPROXIMATELY 7,800 S.F. (0.18 AC.) WITH THE AVERAGE 182 LOT WIDTH '65' WIDE. THE MINIMUM LOT SIZE IS 55' - x 170 ' 120' (6,600 S.F.). THE PROPOSED SUBDIVISION WILL - 181 LE FAMILY RESIDENCES \ / ,I YfIrA� ACCOMMODATE SING 171 172 173 174 175 176 177 178 179 180 \ (APPROXIMATELY 1,900 S.F.) / \ PERMITS REQUIRED _ _ ` _ _ _ _ _ S 8°�43'Oi E 563.76' CITY OF SEBASTIAN CONCEPTUAL. PUD APPROVAL ' UWA-8 CITY OF SEBASTIAN SUBDMSION CONSTRUCTION APPROVAL INOIAN RMi COUNTY RIGHT-OF-WAY PERMIT INDIAN RIVER COUNTY UTILITY PERMIT S.J.R.W.M.D. ENVIR ONMENTAL RESOURCES PERMIT ' �Q S 215 216 \ Y1M" A�FS ARMY C.O.E. NATIONWIDE PERMIT � � I �\-PN�h � i �� F' $ � fl� t1.a14 9$ it fe740 p A. t?,02Q �4 R �iQ�,C /Q`� �•� f FDEP WATER DISTRIBUTION PER / "Y FDEP WASTEWATER COLLECTION PERMIT ( �� ;43 a MEP NPDES NOTICE OF INTENT X\y N 17 i � � E % 1t.� o :4 is / tt�n s4 +L \ • � �/ S 9• ' 4 0 _ ` 1+.7eo1.8q. R ST �O� Ir t CONSTRUCTION SCHEDULE 3 212 ��< \ START CONSTRUCTION DEC 200 \ `A' END : CONSTRUCTION DEC 2004 PN V v b 3 \ / .00 P� i NttAaf .4 R � e�a •4 R DS i i is SITE: ADDRESS �P \P`��� F �� P kpb 51 j 252 r: CR 512 Q �. l\�P�� `2`20� N� O k R 210 :a n : 14pt 04. R � 3 tat ,oq. +L SEBASTIAN. FLORIDA \v P'{ k P� f�\� ���(O� emo w, R um Iw' R taeo6 q fL NT i / �OF FRS O FO wv 349 251 STATEMENT it 14a � � �'"�° TRAFFIC ST � ,�� (� O� ENE L � etoo.4 .: I •a. � ADT=189 LOTS x 10.1 TRIPS/LOT= 1909 TRIPS / NPO� �w�� N �rJ O V `+��� / a.+ m Sol. R / / 348 \ a2� fL \ 221 N 5v C O� 347 / i 250 / t3►24,! A. C N O �\ Fv I. 9.eoa .a "' OG� _ IIAM � ft.. . �55 2C _ �C nK ._ 346 :' Y y= "( .. < ;. ANC 2U NO - , a u4 a R 1e4495,2 R L� 11�t4 .4 ft 45 / �P �P /i T7a�i�4R 371 �� R ` _ ,RR. �� �i 1Q703 q 11. 53 t0.9048 6'4 10X0 p. R. /� y� �� ♦ h / 43 eeo34 R 9,OOD w n. 56 a.2a sci. fL 3 � ,C. yG P •�i eAoo >,a R 284 C / NI Z I 0 C K f o4 R 1o,Aea .a R a °c R 47 223 1* R I o01Sp.R O 4 LOT eeo fL 285 ; n, ,I r 3� 1 aaoo5p R SE Cleo •4 n 9 tla�a .o �' lf40 �. 11in aq. R 369 I! .. ! 338 46 \'i 4A00 q R /� 286 9AOD �0 11' 33 �4 R I YAK +L w` 1 �O ? 334 3336 ee300 R 287 ol 7A� +�' R 9.00D q R I 1 333 R 7.aoa sq. R 7� p R a.000 p t4 / / �70 4 R 332 ee 4 289 KIM �4 R lAoo m* R ` 368 M % R 1 N R aaoo.4 R 290 mw%R 106718 4 R � STORMWATER I 9.�5.4 fL 329 ai °°v R %W 4 R 281 MANAGEMENT TRACT D 259 O.aE3 s4 Rowl 372 \ 291 9.ers4 R 367 356 328 7A10 s4 % ` UM a R 10.624.4 R U 15.m .4 R � 4 R I I >Laoo 6 R °'7 •a II.a17 4% R � STORMWATER Y I I I 1 2so 397 398 373 292 MANAGEMENT TRACT E v aa3379:4 R R ae2a .4 R flees •4 Q102 .4 fL fl eoo .4 fL 280 3B I O 393 7 7 6 R 10.102 a R 94:4 R 1� ;4 R I I ; 1 9A00.4 R 327 6e00 R 374 \ 293 ( m 9.7227 14 p 1L 1 om sit. fL M7.424 0% R 392 a e00 p. R t7 GM p, +L ee12 p fL 1Q 294 279 1 i I III= � R 375 7 p R I 9AOD ,4 R 365 358 NO ase v. fL I I 391 ` eeoo .4 R I I eeoo .4 R 9r000 a R I 242 I I 922R s f.7+4+a R STORMWATER 1 MANAGEMENT TRACT F �37s R I I °`"4'° R I 'n 325 �a 295 278 i I , :4 R d' MR s4 R 6.E030 p fi. I E 7A13 p 1L aA00 p +L 364 4Ao0 w9 Q 9A00 s41L I R 24 377 BLOCK E 1 I e714 IL 296 >t4 fL 389 ae00 4 R 63 aeoo p. R - 7,oa4,4 R 23 LOT S'J7.v7. R I 1 363 360 I11 - - ea .4 fL km q. R I 9Ad1 4 fL I o 300 a �4 R W 6,423 R I I 3gs a� :a R I I W10 p a7M r4 tl f6Ss9 •4 ft. BLOC G 2 301 1 86 385 382 381 38CI 379 7�ae �' e0 098 R 270 , 269 268 267 26q 265 254 3 1S.Jea p 1L U is R 322 SA 4 fL " a �4 fL 27 L TS 6 m ,4 R "m •4 R ox* sF, IL a,73 9 R � � 362 361 I t0,9ee .41L 9.410 .4 R ilb+e a R 9.61a •4 fL 9.ata .4 tL 9A1a .4 fL t1.t33 .4 fL e.SD2 94 iL oaD+ s4 ft. 231 7 7 p 1' 384 383 %N1 p, R, 11,a30 R eeoo s4 1L tAoO n R - - - - - - - - - Z _ _ _ "_ - 302 275 A_ _ _ RDAD- A_ _ - - 321 R_ _DAD B _ _ +0.764 04 +L , 1QMa M IL - _ 14.014 p R 320 1 b 303 It*4 p. R +317 �o c~i 274 273 272 ( 240 239 238 237 235 235 234 233 �� � R 319 318 U� 316 315 314 313 312 311 310 309 308 1 a 307 306 305 304 teals ft. 271 e750 p R e750 p. IL n.7so so. tL %7W �41L 9.7W p. fL 13,273 p fL 9,9W p,1t, 7.150 q 50 t4 It 7.150 �4 fL 7.150 o tt 7.150 t4 R 7.150 p. IL 7.150 p. R 7.150 94 R 7.150 4 R 7.150 q R1 � 7.150 s4 tL 7.150 �4 R 7.15o r4 fL %w p, R t7a3+ � B 1. C K F � � � t1'Z4+ p R 11'� � R �7� � R B L C K A 4 LO 1 LOTS 31 LOTS ra, OF T CT "J" 1.13 Ac 5 8�f45'44" E 2452 97 5 5' WIDE LOTS 7 5' WIDE LOTS r� PRELIMINARY DEVELOPMENT PLAN SCALE: 1" -100' ti i cj Los Z:A-1 W:L-t ZICL LU:C/I W.-CA �n L• rt S� LU:L-1 WABASSO Rn i VICINITY MAP " NTS z 0 M �D I N 0 O z m 0 d Z N Q 01 a 09 Q I Fe BALED HAY SILT -BARRIER O��/�cT� P�RIMETER ROSION AND 'SEDIMENT CONTROL NOTES; m IMED 10 ROM ANY SED6EM 1RANSADRT FROM ,HE T. CONTRACMR B REDW SITE ON TO ADM PROPERTY. NSdBALED LLATION OF UMER HAY OR FABRIC PENCE O TYPE SILT BARRENS ACCEPTABLE. THE FARRIER MUST ROM W PUKE UN IL UPLAND YEDEINDON 6 ESTABL&M. 0 I BEFORE NUMM OLT BARER. OwRACTOR SHALL OOUECT AND DISPOSE OF ANY O� '9/^ , AccLAABn1ED W. i SILT FENCE DETAIL � g96 I i LEGAL DESCRIPTION • THE SOUTH 512.13 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF Q W NORTHWEST 1/4. AND THE SOUTH 512.13 FEET OF THE SOUTH 1/2 OF THE NORTHWEST 1/4OF THE NORTHWEST 1/4. LESS THE WEST 200 FEET, ALL IN SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST. AND 0 THAT PORTION OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, LYING SOUTH OF THE DRAINAGE CANAL J LOCATED IN, UPON AND UNDER THE LAND UPON WHICH AN EASEMENT WAS GRANTED RECORD GRAVES INRD EDRBOOKM28 COMPANY . PUBLIC RECORDS OF INDEA EASEMENT AND RIVER COUNTY, FLORIDA. Z THAT PART OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1 SOUTH RANGE 38 EAST, LESS THE SOUTHL� Q 1 /4 OF SECTION 26, TOWNSHIP 3J 512.13 FEET THEREOF. a: THAT PART OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF NORTHWEST 1/4 OF Q f1r SECTION 26. TOWNSHIP 31 SOUTH, RANGE 38 EAST, LESS THE WEST 200 FEET Z Q AND THE SOUTH 512.13 FEET THEREOF. w J �W -- DIRECTION OF FLOW_ FABRIC -" CKFlL TRENC TOE IN SODDED SLOPE 1 SILT -BARRIER (FABRIC FENCE) r- EXISTING GRADE TOE OF SLOPE J� I~ VARIES FABRIC FENCE SILT-BARRIEIm ANCHOR BALES WITH TWO (2) YX 2 X 4' STAKES THROUGH EACH BALE HOURS BEFORE ' DIGGING` 48 CALL TOLL FREE i 1-800-432 41 0 ON CALL OF rLOR9114, Z _<0 w O_ a -- 0 0 Z� co c Z � O U W0 co Z Q � J z &W0E A AOOK fR. PE #47MO Off 1 5 2aD1 02-634 n�.�FRPIRrAA 1 I SITE INFORMATION TRACT DESIGNATION ENVIRONMENTAL IMPACT STATEMENT ROAD Rpm TRACT D - 5.73 AC - STORMWATER MANAGEMENT NO DEVELOPMENT IS PROPOSED WITHIN THE OWNER / APPLICANT TRACT E - 2.28 AC - STORMWATER MANAGEMENT SEBASTIAN RIVER BACKWATER LIMITS (TRACT H). TRACT F - 1.62 AC - STORMWATER MANAGEMENT NO OTHER SIGNIFICANT ENVIRONMENTALLY SENSITIVE 50' R/W 10' UITILITY EASEM NT SEBASTIAN RIVER LANDINGS, LLC TRACT J - 1.13 AC - LANDSCAPING AREA EXISTS WITHIN THE PROJECT BOUNDARIES. 10' UTILITY EASEM NT 1682 HIBISCUS BLVD TRACT 0 - 0.15 AC - UTILITY THE SITE EXIST AS AN ABANDON CITRUS GROVE z 26' MELBOURNE, FL 32901 TRACT W - 0.53 AC - PRESERVATION 22' Z PROPOSED 321-953-3300 TRACT X - 0.AC - PRESERVATION 3 12' (( PRDPOSED ll PROPOSED TRACT Y - 0.AC - LANDSCAPING 12' 2' 1 1' 11 f HOUSE PAD f HOUSE PAD 84 2' HDUSE PAD SURVEYOR WILLIAM MOTT LAND SURVEYING, INC OPEN SPACE CALCULATIONS „ 4' S 4' s/ 1275 SOUTH PATRICK DRIVE SURE H - 9.63 AC / STORMWATER MANAGEMENT TRACTS _ 0.00 AC � � of PAVEMENT ll SATELLITE BEACH, FLORIDA 32937 ACTNE RECREATION TRACTS 1T TYPE S 321-773-4323 PASSIVE RECREATION TRACTS - 0.00 AC s-1 ASPHALT 2.0x _ F nx - 1.37 AC STORMWATER TRACT PRESERVATION TRACTS ZONING AVERAGE LOT OPEN SPACE - 16.92 AC MODIFIED FRONT DRAINING LOTS REAR DRAINING LOTS SPLIT DRAINING LOTS TOTAL - 27.92 AC - 44% PUD-R COMPACTED To 98SEMAXUDENS MIAS CURB LOTS 210-24D, 271-274, 304-351, LOTS 241-Z70, 275-303, LOTS -NONE G' LtMEROCK OR COQUINA BASE 372-398 • A LOT COVERAGE 352-37, LAND USE PER AASHTO T-180, FBV-50 (MIN.) COMPACTED TO 98R MAX. DENSITY � PER AASHTO T-180. LBR-100 AVERAGE LOT AREA - 7.800 SF TYPICAL ROAD SECTION TYPICAL LOT GRADING PLAN RESIDENTIAL AVERAGE BUILDING AREA - LNEABLE - 1.900 SF NTS N.T.S. ! SITE DATA AVERAGE BUILDING AREA - NET - 2.500 SF OTHER IMPERVIOUS AREA - DRIVE, ETC. - 1.350 SF TOTAL SITE AREA 62.827 AC - 3.850 SF - 49% TOTAL NO. OF LOTS - 189 TOTAL AVERAGE IMPERVIOUS AREA _ 3.950 SF - 51% _ DENSITY = 3.00 UNITS PER ACRE TOTAL AVERAGE OPEN AREA 206 \ \ o� \ / 165 I ` 192 I d�O 27 I _I \ \ \ / SETBACKS FLOOD ZONE I�I o\ \ 82 E 28 \ \ 1 FRONT SETBACK = 20' . THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE �, A, AAD AEI- 1 I 207 \ \J - SIDE SETBACKS = 7.5® PER F.LR.M. PANEL No. 120 61C 0078 E. DATED MAY , 19891 6MD 191 \ 84� 0 29 �r 1 REAR SETBACKS - 20' PER F.I.R.M. PANEL No. 120 61C 0090 E, DATED MAY 1989. I SIDE CORNER - 10' - - 10-DR cE _ T PRI ATE)= - - 208 \ 83 °� 31 ' LOT DIMENESIONS WATER SOURCE I INDIAN RIVER COUNTY UTILITIES WATER MAIN 167 1 II 32 ' LOTS 210-284 k 347-371........... 75' x 120' I 209 1 (STANDARD/MININUM) 100 LOTS TOTALS SEWER SOURCE INDIAN RIVER COUNTY UTILITIES SEWER FORCEMAIN r 168 190 189 188 1871 1 186 185 184 183 0 33 J LOTS 285-346 k 372-398...... 55 x 120 I P 64 01.09_ 1 1 34 �! (STANDARD/MININUM) 89 LOTS TOTAL TAX PARCEL I.D. NUMBERS) x 31-38-26-00000-3000-00004.0 PROJECT DESCRIPTION 31-38-26-00000-3000-00005.0 _ V J / 169 THE PROPOSED PROJECT IS A 189 LOT RESIDENTIAL. 63 _Qo - sz aka __s1 boo soaa \ 36 PLANNED UNIT DEVELOPMENT. THE AVERAGE LOT SIZE IS - _ i MORGAN CIRCLE _ APPROXIMATELY 7.800 S.F. (0.18 AC.) WITH THE AVERAGE 1 182 LOT WIDTH 65' WIDE. THE MINIMUM LOT SIZE IS 55' x 170 5 120' (6.600 S.F.). THE PROPOSED SUBDIVISION WILL I 181 \ � Ap CMATE ACCOMMODATE SINGLE FAMILY RESIDENCES 1 71 17 2 17 3 174 175 176 177 17 8 179 180 BRI E LOCATION (APPROXIMATELY 1,900 S.F.) \ \ PERMITS REQUIRED ! - - S 614SOr E 563.76' ir CRY Or-SEBIiSTUW"CONCEPTUAr-AUD-APPROC CRY OF $EBA,_•_�AH SUBpMSION CONSTRUCTION APPROVAL , 1 .� -*MAR` RMDt COUNTY RIG �F--WAY PtKM11 i Aoq�i / 5 J INDIAN RIVER COUNTY UTILITY PERMIT SA.R.W.M.D. ENVIRONMENTAL RESOURCES PERMIT / ARMY C.O.E. NATIONWIDE PERMIT i Np% \ i 8 1 \ 214 10.745 sq. R 1LM 4n. T �s�� 6A FDEP WATER DISTRIBUTION PERMIT �EC�-� d0pp IIA14 p' IL ' R FDEP WASTEWATER COLLECTION PERMIT �� CT 9>0\ FDEP NPDES NOTICE OF INTENT X�h� \ 11A � IL 6 •Y 000/' Or 8AW CONSTRUCTION SCHEDULE O� �aAc L, START CONSTRUCTION DEC 2003 + / 212 END CONSTRUCTION DEC 2004 P�'\ �� `� ' \ �ja 3 \ <� 219 CP�1 1tA)e1 s4 R \ fL �O SITE ADDRESS �E`�' ,� P � A\� - \ � I 6A CR 512 i O `LP'(�� �5p(,� \ .OF 4 t o" R 211 \\ \ 14PI >� fL ts.?do fL SEBASTIAN. FLORIDA \�' P� x P V-�O �(O� 9,30 50 R cA210 R 0.00e w R \ \253 vk. �v� 349 - - tOJeoe w R TRAFFIC STATEMENT LOTS x 10.1 TRIPS LOT= 1909 TRIPS � �\�N� (W'Q�O SHE h `' 9.eoo w R 1L*" sq. fL \ \ \ \ vt�\ 221 ADT 189 / OE �lE� �� p '( Q \�� st e o48 R R woo/ O�P\NP N �v� OWN N�`�NE GJGJ 347 / i \ 250 \ 13,243 w R Q NO v� a eoo .a R ikk `Z�� Q�N 6\0 Q' 346 i OC'� \ 11AlZ1 w R / \ 3 �1 255 � 5 1N .2� w IL124 w fL 1 44052 fL �g O \ ti,e14 w R �. P 2 Qv a � � � \ 3345 49 0P sq. fL - - i 371 \ 248 9Ao4 w fL222 J _ ��_� - - - 10M w fL 53 8 fL 10MQ w fL i �,�G�. ` et �, ' 43 ai4w fL\ 9.00E w fL\ 1 a3 4 % fL P w 1*.. 0CK 42 fL 1oA28 a R \ o \ \ NO 2 4 LOT 341 ad a •4 R ad .4 R 354 \ 9A>�► :a R I ao s 3•a R e� 40 ae0e w R 285 \ 9A00 w R \ O w R ae7e .4 fL i fL 283 ` \ ( aA !a tt Opp lA 2� 337 aeon w fL \\ \ 286 w R 3355 ` \ U;46. R \ I- - - - - - 1 e.o2oo :4 R 7 AO 334 R 3336 aeon w R / et 287 .gA160 w R i \ \ 9,000 w R \ N 333 7,W w 335 aeon w R 288 \ i e,3 >tq R sq. R 7 w fL'32 eeoo.q R / 282 \ j 1 258 I i 331 , e, 00 fA00 4 1F. / � \ In fL "m sq, fL I I I o.900 w R 33o ep00 p fL 290 R \ 106718 4 fL 1 STORMWATER s 5•v % 329 °'q fL \ 281 MANAGEMENT TRACT D 1 903 a4 R y, ,4 �, I 259 7At0000 o R \ aeoo9:4 R \\ U& R ter3ii R � i 1 a000 w R I I 226 I 11,0 7 84 R � \\ \ \ \ STO R M WAT E R U Xn I Vf44p R I 1 °'°°° �° R 1 \\ 397 398 373 292 \ MANAGEMENT TRACT E Y J I I I I I 7 1 394 \ 395 ee2e w R aegis w atoa w R aeoa w R I U I 260 6.a11 w `,97ti 4 R 7,�b .6a ft• 1 106122 � x 6 R I� O 357 R I I i I I eAOe w �. aeoe93.4 R \ \ - - - - - w I m c,Pmo 243 I a000 q, R 1 I 327 37429�R \ f----- I --- ----- 0.7i4oq R I 1 7.424wR 392 i �\ \ aeo6wR \ -- cl %612sq.R \ ---- 1 ` 294 \ I 279 I I - - - - 1 aoo :4 % 375 7AN w fL \ 1 tlooe.4 R 365 358 I `0 a >t 391 \ aeon w R 1 I I tAoo w R Rope �a R I I I I 8 um sq. R I I I I 6.744 p. R I STORMWATER \ F I M M I I a4 4% I 376 I I I k'i 325 I MANAGEMENT TRACT \ 7,ete R I 1 I s2 fL �. 278 I I S U SILT -BARRIER (FABRIC FENCE) V+ EXISTING GRADE Q UI 01 49 BALES WITH TWO (2) YX STAKES THROUGH EACH Q t L SILT -BARRIER IMETER EROSION AND SEDIMENT CONTRONOTE : ♦ VO/� ��� CONTRACMR 6 MUM 10 PREVENT ANY SECNENT ,RAIN WM mw THE PInM m ♦ SITE ON TO AUJACEM PROPERLY. NSIAL ATM OF Un" DAM HAY 1N FABRIC FENCE n` .G. TIDE 54T BYxlER IS /CCEPT+TBIE. THE BVNER MIST REIN N PLACE tNIL WINO `- T O VEGETATION 6 ESTABLISHED. - z BEFORE TEIIOVNO su BAIaER. 1xTNTTacTae SiNLE couEcr AND D6PDSE OF ANY ACCIMMTED W. O - ♦ SILT FENCE MAILNTS � No. g9 6 i 1 � �O �6hY Z Cti ZA-•1 UJ.L-t UJ:C/1 Z. MCA MCA SITE LU:LI.-1 Lu► W RD C0 VICINITY MAP NTS DIRECTION OF FLOW FABRIC -� CKF1L TRENC IPIT- - - - ;TOE IN \ SODDED SLOPE -7 z o N II�jlN1�1tI`WV) I 04O m crmn m�O I l� Z 8 z �Y a 0 U TOE OF SLOPE 7 -� VARIES FABRIC FENCE SILT -BARRIER LEGAL DESCRIPTION • THE SOUTH 512.13 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF Q W NORTHWEST 1/4, AND THE SOUTH 512.13 FEET OF THE SOUTH 1/2 OF • THE NORTHWEST 1/4 OF THE NORTHWEST 1/4, LESS THE WEST 200 FEET, ALL IN SECTION 26, TOWNSHIP, 31 SOUTH, RANGE 38 EAST. CL AND THAT PORTION OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 26, EAST. LYING SOUTH OF THE. DRAINAGE CANAL O J TOWNSHIP 31 SOUTH, RANGE 38 LOCATED IN, UPON AND UNDER THE LAND UPON WHICH AN EASEMENT WAS GRANTED ROE GRAVES BROTHERS EONT DO88¢AE4ILICSF I NAIN J RI Z RIVER COUNTY, FLORIDA. �W� AND THAT PART OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE NORTHWEST OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, LESS THE SOUTH RJ .1/4 512.13 FEET THEREOF. a: THAT PART OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, LESS THE WEST 200 FEET Z AND THE SOUTH 512.13 FEET THEREOF. z 1 I I= w R ae o ioa % I 7A13 4 fL- "m�4 ft.e o o6.4a R �,00 :a n ( I 9 j o 1 ---- __ v w fLO Z I 1 mu �4 R 389 1 I 6,e00 � R 296 � HL� �- E- I I 9.714 w% 1 I 63 I I � O12 1 ss I ae00 w IL I I w 7,024 4 R 1123 . LOT 77 R I I ao� .4 ft. I I ! �- 1 33 I I I 1 I 80 w t1,000s4R I 9.=4R I ----- ---� --- --- ( o C:C' ../0/ Ias9t R I I 8 - ( 1 ---- -- -- -- -- 378 299 i 17 110 I I I sq. fL fL Un w fL I I ateo w a wI BLOC G 2 1 301 I 270 269 268 267 I I 266 265 264 I 386 1 1 385 382 381 380 7,iee i4 R 298 tie tq n' a�ii7sg6. % 361 Im w R e.61e .4 R agile w R 9,61E w fL 1 I we w R aete 4 R 11,133 sq. fL 322 ee0p w w R 27 L TS ae00 w R ON w R aeon w R 379 aeon w R � 9AM w R 1 � �� � � 7 �' 4°°s e.7oa w fL 362 1 I 231 � ' /� `, K' I - °--•ATM- LIJ 7.e�41L 1 I 384 383 eeot .4 R Z 1 321 1e."4 �4 R 275 I 10 � 10�4dwR - - - 14.014wR A-- - - - - - - - �� �� ��� 302 �� J m s co a r'-� 2 I r N -U , �,� �\ Z 320 303 ~� -. ..✓� Q Il Z ta40 sq. fL �t317 R � 274 273 272 I 240 239 238 237 236 235 234 233 21MO � R � � U 319 318 n316 315 314 313 312 311 310 309 308 I a 307 306 305 304 ta6ts �4 R na31 w R 9,776 w % e.750 q fL 271 11.5ee .4 R 9.750 s4 R 9,750 .4 R 0,750 44 R 9,750 w R 9,750 s4 R 9,750 w R /3,273 w R Q 1 I x 7.1SOw "50wR 7.1504R 7.15owR 7.1e0wR 7.150wR 7.1e0wR 7.150wR 7J50sq.R 7.150 & �o7,1'JewR 7.1'JewR 7.150 % a�w1t BL CK F 11.2414fL BLOCK A � V 9A13 4 fL I 4 LO � I I 10 ! 48 IfOW� taFut� KX;ING 14 LOTS 31 LOTS 0) z Z 11 _ OWJL D- 2-4770 IR/CAP - - „ 8 Si 'ice TGP OF BANK , z _ IR/CAP FD F-1 I�'�I LS 43 35n F-1 I I ��9A4' 559 WIDE LOTS 7 5f WIDE LOTS N PRELIMINARY DEVELOPMENT PLAN SCALE: 1" -100' CTION W, RE-qAICD0 DE WTAI SECTION 23, TOWNSHIP 31 SOUTH, RANGE COUNTY. INDIAN BOUNDARY SEE FORSEE SHEET THREE FOR TOPOGRAPHIC DETAIL 179'58'00"(M) 179-46120"(M) 179'57I'12"(I) 4"X 4" CONCRETE MONUMENT i CCR# 072521 S 89'31'21" E 21 — 22 2645.8N 89'29'21" W -- 2652.31' 2223 . . — .. — S 89'43'01E 2654.-►6 1327.06' 11' ) ; S 89'40'13" E 27 ._ — — S F SOUTHWEST CORNER OF SOUTH 1/4 CORNER OF SOUTHWEST CORNER OF SECTION 22, SECTION 22, SECTION 23, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, RANGE 38 EAST RANGE 38 EAST RANGE 38 EAST �� F FOUND FOUND 1 1/24"X 4" CONCRETE " PPE 4"X 4" CONCRETE )(FOUND) )MONUMENT CCR APPLIED FOR CCR APPLIED FOR CCR APPLIED FOR I �, LINE PER SUBORDINATE OF EASEMENT PER O� 1/2" ROD "CARTER ASSOC" I N O.R. BOOK 0112, PAGES 0520 Op�cc� 22.93' NORTH / 0.05' WEST i rNi T PURPORTED TO BE SECTION CORNER ,g� i PER CCR# 065502 (+ PARCEL• 11 PER ' A��cT .� O.R. BOOK 0889, PAGES 0848-085100 9 T "2 VACANT LAND M 6 \0 62.827 Acres04 �. .00 {{ NORTHWEST 1/4 OF NORTHEAST 1/4 OF NI NORTHWEST 1/4 OF to NORTHWEST 1/4 OF N0F'."fNEt.ST 1/4 OF LEGAL DESCRIPTION: PER FIRST AME�:ICA1 J TITLE INSURANCE COMPANY o SECTION 26, SECTION 26, l SECTON 26, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, O �n o RANGE 38 EAST RANGE 38 EAST I! RANGE 38 EAST (COMMITMENT NO.2018-58336) it1 c� I PARCEL 10 PER o a O.R. BOOK 0889, PAGES 0848-0851 Tho South 512.13 feet of the South one-half of the Northeast one -quarter of Northwest one -quarter, and the South 512.13 -feet of the South one-half of the v ¢m S 89'45'44" E 1326.49' S 89'45'44" E 1326.49' 1 hwest o«e uarter less the !!Neat 200 feet all in a Northwest one quarter of tl�e Mort -q Section 26, Township 31 South, Range 30 East. Z f AND That portion of the North one-half of the North one-half of ite iorthwest one -quarter o o I 3 of Section 26, Township 31 South, Range 38 Cast, lying South of the drainage canal Cal i located in, upon and under the land upon which an easement was granted to Graves Carothers Company, a Florida corporation, by easement recorded in Deed Book 28, Z) �� �' r v, pLn page 435, Public Records of Indian River County, Florida. � SOUTHWEST 1/4 OF SOUTHEAST 1/4 OF N• /� NORTHWEST 1/4 OF NORTHWEST 1/4 OF Al rl ND SECTION 26, I SECTION 26, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, ? That part of the South one-half of the Northeast one -quart ;R° of the Northwest one- RANGE 38 EAST RANGE 38 EAST ' quarter of Section 2G, To�nmship 31 South, Range 38 East; !^ss the South 512.13 feet O thereof. AND I That part of the South one-half of the Northwest one- cluarier of Northwest one - quarter of Section 2G, Township 31 South, Range 38 East, less the West 200 feet and the South 512.13 feet thereof. 1325;92_ 1325.92' N 89'48'27" W 2651,83' WEST 1/4 CORNER OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST NAIL AND DISK (SET) "LB 3680" �T 1 CCR APPLIED FOR GRAPHIC SCALE 300 0 150 300 600 1200� ( IN FEET) I 1 inch = 300 ft. 01 CV SOUTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST N.A.V.D. (88) = NORTH AMERICAN VERTICAL DATUM (1988) N.A.D. (27) - NORTH AMERICAN DATUM (1927) (L5EGEND., = OINT OF CURVATURE N.A.D. (83190) = NORTH AMERICAN DATUM (1983) READJUSTMENT IN (1990) T - POINT OF TANGENCY N.G.V.D. - NATIONAL GEODETIC VERTICAL DATUM (1929) I - POINT OF INTERSECTION -CENTERLINE RC - POINT OF REVERSE CURVATURE _ _ - PROPERTY LINE RP R/W RADIUS POINT - RIGHT-OF-WAY o = 5/8" IRON ROD WITH PLASTIC CAP "MOTT P.O.B. POINT -OF -BEGINNING MARKED LB 3608" SET R.O.C. - POINT -OF -COMMENCEMENT 0 = 112" IRON ROD WITH PLASTIC CAP MARKED "WITNESS LB 3608" SET EL 0.00 = ELEVATION - SPOT ELEVATION • - IRON MARKER FOUND • PU&DE - PUBLIC UTILITY AND DRAINAGE EASEMENT 0 - T/2" IRON ROD WITH PLASTIC CAP ESMT. - EASEMENT MARKED 16 3608" SET NIS - NOT TO SCALE a - 4"x4" CONCRETE MONUMENT FOUND TYP - TYPICAL - 4'x4" CONCRETE MONUMENT MARKED (0) = PLAT 18 3608" SET - DEED A - NAIL & DISK FOUND (M = MEASURED - NAIL & DISK MARKED 1B 3608" SET (Cj - CALCULATED 0 - IRON ROD PREVIOUSLY SET PCP PERMANENT CONTROL POINT ll CONCRETE MONUMENT PREVIOUSLY SET PRY - PERMANENT REFERENCE MONUMENT A - NAIL & DISK PREVIOUSLY SET D = DELTA - POWER POLE R - RADIUS - - - - GUY WIRE A T = ARC - TANGENT E- = GUY ANCHOR CONC. = CONCRETE Uw / ® - WATER METER / REUSE METER O.H.W. - OVERHEAD WIRE CBS = CONCRETE BLOCK & STUCCO - nRE HYDRANT WITH VALVE ASSEMBLY CH - CHORD -n- r- - FENCE - WATER VALVE ® = COVERED AREA an - UNDERGROUND TELEPHONE CABLE PEDESTAL ® = SANITARY SEWER MANHOLE co - UNDERGROUND T.V. CABLE PEDESTAL O -SEWER CLEAN -OUT 0 - UNDERGROUND ELECTRIC SERVICE SURVEYOR'S NOTES: 1. Easements and Rights -of -Way shown hereon except as called for bythe Plat Uj only include those provided to the surveyor. The surveyor has made no search of the Public Records for such. 2. Only open and notorious evidence of easements and Right-of-Wayarelocated o' and shown hereon. The surveyor has not located any underground utilities or zI foundations which may encroach. 3. Bearings ,shown hereon are based on the West line of the Southwest'1/4 of Section 21, Township 31 South, Range 38 East, Indian RiverCounty, Florida, I being South 00012'10" West, said bearing is based on the State Plane Coordinat? System for Florida's East Zone (N.A.D. 83190). ; 4. Type rf survey: Boundary and Topographic I SOUTHWEST CORNER OF SECTION 26, TOWNSHIP 31 SOUTH, IRANGE 38 EAST 4 X 4 CONCRETE MONUMENT " (FOUND) CCR# 063807 27 26 . — S 89'42'26" E 2649.55'— 34�35 0 U) z I V) . m .. o . w z w J 2662.20'— �J r✓' I — S 89'48'27" E 2654.92' CENTER OF SECTION 1/2' ROD (FOUND) "CARTER ASSOC" 0.20' NORTH 0.03' WEST I _I I I I l,� N . I� SOUTHE.ST 1/4 OF SlrC'IOrd 26, TOWr, ,HII 31 SOUTH 26 25 SOUTHEAST CORNER OF SECTION 23, TOWNSHIP 31 SOUTH, RANGE 38 EAST (FOUND) , BOAT SPIKE CCR# 065503 o. �I i I -a • N o I•� EAST 1/4 CORNER OF ' SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST I (FOUND) 4"X 4" CONCRETE MONUMENT CCR APPLIED FOR I ( Ca l N• RI:NGE 38 EAST I I • 3&5678' iL 0 o ReceivedLn N MAY 2003� P & Z O . U' `4 Growth Mgnt. �� I CZ ZZ t•Z ' I SOUTH 1/4 CORNER OF I SOUTHEAST CORNER OF SECTION 26,I SECTION 26, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, RANGE 38 EAST , RANGE 38 EAST • NAIL AND DISK (FOUND) NAI(FOUND) L AND'DISK CCR APPLIED FOR S 89'56'15" E CCR# 063806 2653.82' 26 . 25 �--- .357 36 DRAWIG SHEET" 1 OFM3 D02 -0 1 '94- U UU Z ) w z(X) 0 fl) U 6 w Z,r O U }- Z � � (wN i O CV 0 Q Q O flN Q 6 6 U Z O 0 M O W (j r> 2 d II ��oQ j p Z O Z Q 0 Z O W w Q m p Z� d Z p? m N U O Z U �m p Z Z Z J� Y Z n- U 0 Lei Q p &i z O k U) W Q LLJ C) o (; i t; : CD tip z W t= J52 W �o �Foa °- (7)oo0 m 06 �j z WB �j,n U Q L tizzd3:1 }- z w� W� 0� CL 0= 8R nD O W (n Qo in *J oo7a z o o~ tLl 0.-==0' G iZojU v' F�� offi n � a. M • Ld W 10- 17 zoz N(0 o OZ�U� -' N I a�w V) =Zp 0 aw� z I �(nmOww W LL 3 �0 � � rn o�UF =Wv, Q v (ww OW o � O o F- o �_Qjz W I-Sw0H= \ Z , U SO ,f 0 o CDw<4jQ0 lii I FmQOD c^l o OO UZ�n t4Cv � ! O .j w � I i t 0(nUO�z N N O �t wn E / mcovwi Ld p rn ' V) i O N N 0 i cr- 4 FItt? � � I Z Zf� o 0) I 1F-�, i ® CL Z y) Q U • N �- - �1J7 z ; ©�. �L. Z f (.)0 Q z p o of C i�oqd. p W i 's L�� � � � I I F Q AI� 3 a r O m _ W to . -� ON rl-. W v ry CL o V) ll. U 0 z 0 m 02-6M I N No - �� I co in O Cj �U IOw Z � W rn Z cV 0 No U e (jr)OF Q V) 0: N.A.V.D. (66) - NORTH AMERICAN VERTICAL DATUM (1988) LEGEND' N.A.D. (27) a NORTH AMERICAN DATUM (1927) PC - POINT OF CURVATURE N.A.D. (83190) - NORTH AMERICAN DATUM (1983) READJUSTINENT IN (1990) PT - POINT OF TANGENCY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM (1929) PI - POINT OF INTERSECTION _ _ _ - CENTERLINE PRC - POINT OF REVERSE CURVATURE - PROPERTY LINE RP R/W - RADIUS POINT - RIGHT-OF-WAY O - 5 8 IRON ROD WITH PLASTIC CAP � " P.O.B. - POINT -OF -BEGINNING MARKED MOTT LB 3608" SET P.O.C. = POINT -OF -COMMENCEMENT O - 112" IRON ROD WITH PLASTIC CAP MARKED "WITNESS LB 3608' SET EL 0.00 - ELEVATION - SPOT ELEVATION 0 = IRON MARKER FOUND PU&DE - PUBLIC UTILITY AND DRAINAGE EASEMENT O = 1/2' IRON ROD WITH PLASTIC CAP ESMT. - EASEMENT MARKED LB 3608" SET NIS - NOT TO SCALE 0 - 4'x4' CONCRETE MONUMENT FOUND - 4'x4' CONCRETE MONUMENT MARKED ( - PLAT "LB 3608' SET - DEED ♦ - NAIL & DISK FOUND (M) - MEASURED = NAIL & DISK MARKED "LB 3608' SET (C� - CALCULATED - IRON ROD PREVIOUSLY SET PCP - PERMANENT CONTROL POINT 0 - CONCRETE MONUMENT PREVIOUSLY SET PRM - PERMANENT REFERENCE MONUMENT ♦ - NAIL & DISK PREVIOUSLY SET D - DELTA O - POWER POLE R - RADIUS --- - GUY WIRE A T - ARC - TANGENT E- - GUY ANCHOR CONC. - CONCRETE Ow / ® = WATER METER / REUSE METER O.H.W. CBS - OVERHEAD WIRE - CONCRETE BLOCK & STUCCO �, V -'FIRE HYDRANT W17H VALVE ASSEMBLY CH - CHORD - FENCE - WATER VALVE ® - COVERED AREA an = UNDERGROUND TELEPHONE CABLE PEDESTAL ® - SANITARY SEWER MANHOLE - UNDERGROUND T.V. CABLE PEDESTAL SSE SHEET ONE FOR SECTION -DETAIL! SEE SIIEET TIIREE FOR TOPOGRAPIIIC DETAIL Fw- m ao s Q I 0 cV 0_ �CL S 89'43'01" E POINT FALLS IN DITCH ' OHw - OHW • OHW —_ . OHW . Om • OHW . OHW • OHW • OHW • OHW • OHW • OHW — • Ow a- 15.00' 1327.06' - NORTH LINE OF THE NORTHWEST 1/4 OF — NORTHWEST CORNER OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST SECTION 26, I TOWNSHIP 31 SOUTH, RANGE 38 EAST I 4' X 4" CONCRETE MONUMENT CCR APPLIED FOR OF Ile NOT PLATTED I ,\�PNPLNG O / ND � `LP PSS wwF o O'W PR�EFtO& o M R\ON 6� REOpR° SHE o ao Z9/ �1 w Rp,\NPG SURD R c��\EO / �z oo N °N o N° FURN � P `?N 2 2° v\�0 Ld :�_ w"� CJ�RI'� OF (/) V. EASEMENT AREA O 2.928t ACRES hV9 LJ Z N �z O / 9 �2� N n i I 0 V /�Vf�� V L.h1v U 7. 7. I -,o 62.827 AcresCN . M •. I -H S 89'45'44" E . O I Lo • R Q a rO V o g rn oio NI 5 Lo O I 0 p O 0 I i z w I _ o o' I 0- ►- LL) in ON w O ��N 0 F- 1- Z M I DITCH #4 AREA 0.067t ACRES Cn N 0 M I- FZ Q POINT FALLS IN DITCH (/1 w TOP OF BANK DITCH /3 AREA o.387t ACRES TOP OF BANK _ TOP OF BANK in z —15�-- --_ vwUi O O � 89.45'44" E200.00'T P OF BANK 1126.49' TOP OF BANK TOP OF BANK(� kS _— ' y OP OF BANK —TOP OF BANK TOP OF BANK • N 89'45'44" W ( I 0 000 GRAPHIC SCALE 3000 SOUTHWEST CORNER OF 00007.0 100 0 50 100 200 400 NORTHWEST 1/4 OF Ifs SECTION 26, r•� TOWNSHIP 31 SOUTH, \; RANGE 38 EAST ( IN FEET ) ' i inch = 100 ft. I 2654.11' 663.30' — OF ewv- PARCEL 00000 3000 00006.0 2652.97' w S MWA-1 - '\ WA-2 E C w w Z V) m m 0 w Z w I I J I NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST 4"X 4" CONCRETE MONUMENT ICCR# 072521 } 100.00' AREA N ACRES SFe • AFC p/s�s� A-7 O 0��/�T/1/�/ /9j owc, 9//v wMA-8 1 �. M �9(51 Off) .It Ld tn.� d'I w T. O i� =-) L-- O PARCEL U) 00001 �- Z 0004 •- w M 00002.0 �a Oz wa z� J F•- � (� (N Q Z W 0 U L,.1 (f In PARCEL :�- 00001 �- 0004 00 00004.0 //w V) R r o . .z l TOP OF BANK PARCEL 00001 0004 00005.0 SOUTHEAST CORNER OF NORTHEAST 1/4 OF NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, MONUMENT "RFL 944" 'FOUND 11.17' SOUTH ' I DRAWING NUMBER: SHEET: 2 OF 3 D02-0195 U Z (n z W 00 p 17 U o LIJ w az z LLJ �� CO Z OO N < COUCD ZM N _ o � wo=n. II o OQW_ U m o Z O ZU1 tiJ z O, 3:: Z W (yj Q m p j U Z O Ld z P F- w Z Z Y O �' �'� W Q O W U �0� 2w cn a� c� o U o U cn o„im- W Iom� (a�ao� N3w0 m Q W Z L) f N WBe� ('� 0C�F 8 0 0� Q m� Ce o Wm U tQmtQ� o � 0 S003�. U = Lj w 0-N�w0 Nzo>Op (z v! i �8�� O o FV2T� �O~ vi too��� z (•7a O ww:: Z 2tn ¢ ULF...O QZ F-0o�0-joa� o Lu 8 V) 1- GmZOK p � wcnNaoCo Z }} Z Cj OD (n 0 I z WW2 Q x3r- O M W UmQ0 -~cnvwN i p 3 v rn 0 r� O to o 0 rn F.. N Lij a) to 0)� ° tjjtor-..^ _ CL wo f� v Cq Lid z 2 0 �( z z UO 0 M Z g y� N VJ in Q � o m to M N i° r h �QLLJ _ ■Vl I■ O � L � a 0 { o (n kn � z p I r