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HomeMy WebLinkAbout2008 - Topographic Map0 m� �P �o ,)o IRC PLS#�� 4480 �qP +^' + +haC +h' �' +� FD IRC h WITNESS SET + APPROXIMATE MEAN HIGH WATER +° �.�FENCE +�'^`� N LB #60105 + (10.00 QFFSET)+a�!Y' A LINT ELEV.- 0.55' NGVD (4/13/02) E/P 1 °•�o FD. +I,- N(o8°18'03"E 116.74'+h' (TO SNORE + MEANDER LINE OF SHORE E/P <F S 2°3 6�dE STREE (50,Riw) �� . _ - 018 qR INDIAN RIVER HARRISON ,Pry 2.84' � $ pE q �vR/S�N s6o•3�24A \ 1 _ - - "^�0 N68° 18' 03" E oP, E/P A. I J �" g R ORP, EO R�y_v ° +7 +o 4 lip '� B/Cr W,T q G E I , 4 S88'23'56"E S�Wq L `a � 22.11 90 N68°18'03_"E 110.10 A+ h' y <�, +° C /RC CONCRETE �� ° +�!1 6 5 +�0 314„ ° 568°48'37"W + APPROXIMATE MEAN HIGH WATER LINE ° 23 Fp APRON �, ^d ^ ' N(o 18' 03" E +m 162.00 1 , I lo. i ° ; p F ° v �' ' 13.48 ELEV.= 0,55 NGVD; (4/13/02) INTERSECTS ,1/0 4896, �''- + ; 1 401' I 25 S D. rn ON CONCRETE RUBBLE RTN I I 4q I TEMPORARY HEW-44MARK3 W. m 8.23' N _ R 4q N I I TOP OF IRON PIPE rn `n ° 4 224.32 C��- SS Fp N I I ELEV.- 5.07' NGVD I Z7 ° ° ° LOT I 0. (/RC 44, NOipT 3S' �a ryo p 2.50_x- 2.so' T LOT 11 rn ' ° rnI ° R �NcRE 6EA'5 H +� } I 5 EASEt•'IEN �` fc -� -i BB E TE 9pS SFT) Z 8' COVERED PORCH I 19 ( jt?Fjp rt1 , r rp) N 32.5' 1 i - D �� ° ° Ia �T}p/�%%J!//NS J 9.5f � P I I � I I LOT al ° o 4, O °° o o O o ° � Lu FRAME RESIDENCE b L� 10 I I t ° ° ° ° �, 32'/ „ LOT 2 -( a +1D ^ ,, W I ary 4P ��a ^6 5 ?6 9 5 10 ° ° o LOT 6 + + o I +`° 4, h _y _�, a L -2 5 ; b. ?� „ ., ° 0 0 LOT 4 LOT 5 W FST 34' 42.3 - I LOT 12 O2°0 O?°3 , + S5 , 8 + EXISTING BUILDING OF LOT 7 q.27' 8' COVERED I ��S68 73/!/ $as7�9 rJB�� �/ I PORCH9• � , � 3•� , 5g, ' a _ 6 WOOD DOCK ° F.F. ELEV.- q.00' NGVD I �/% 8 8 �- n O O O I 4 I O, ITv � N LOT 8 COVERED oRCN, _ 51.46' � Lt s.62' - 211.8'o 0 O rQ -4 22.3' X 22.3' I I4 5.64' n O O O _7 2 STORY I CO CELL /N a - ° I O O 00 � FRAM E J RESIDENCE I a I ° ° -i 51.22' /R I ASP �I LOT 3 O' /Rc � SEr L ---i _ _ _ _ � 1 _ - L I p,FgL,- - .�•-- s�q _ _ _ ° +^ - -6908 +^� +�- - - - - -® - - - - - - - - 5' EASEMENT _ - r I C bC ET LOT 13 Nr i° 4 �_ - - - 2v Aq S R E ` < ------------- -----TIF-„'- ---- -- °17'54"W � /Rc <Trp> � ------------ ------ - ----- 55.00' ^6^�' SET 69ps +b� + 41.63' 26x15 I I I d I ° ° I ° ° ° + ° v M L UTILITY 3O, 41.51' �N� DINOGOR) 11 i 8 S4' S' <, BLOCK 11 4 EST TN„ _ I 6�D � CP BLOCK q 12' AWNING I - G CONC 11.30' i��41 LOT 14 T (T°RETE LOT 4 ° n 4 ° 4 ` RCs RE E fig, D/sK ° I N Tq 4644 -A_ I I I 'Oh4i LOT 20 LOT 21 LOT 22 J LOT 23 LOT 24 LOT 25 LOT i q 6j4f9?T " + _ ° u > Np I / cgBLE GR�Np 40.00' \ _ .00' `' SRC L8 6gRKf R 09 4 h^� �6 5.00' 6� 5 I 4 6 I wooD + P 5' EASEMENT a j 5 2.50' 01 +a`� LOT 5 ' + PECK 1 a 7- m -0 LOT 15 ( I c � N I I � _ � ®g H ATE (J N III ° 4 ° 1 Q - 49, -4q - 401 i ° T� O n $--- - ' APPROXIMATE MEAN HIGH ATER LINE _ --J - p ,,fi � �_ I WELEV.= 0.55 NGVD; (4/13/02) INTERSECTS I hry =+h a N 1, ON CONCRETE RUBBLE i S E I ST N l�2 J ° + o _ J $ PER oe�N PERSON O �'�BgNDEFFER 91 co�° Z I "' 0' g Rp•ED R o s S > c� b• 12.00' O R 0 mffio c o I - ° O O INDIAN RIVER O ORD NO 8 N ° ° ; +`' 0 +h 1D x.41 ,4,4 1+ Report of Survey: ``� + p> / 5/70°p17'801"/W ? I +EaE1T65.61' / � _ 51,8,06"', ** TYPE OF SURVEY.- TOPOGRAPHIC JEFFERSON STREET (80'R/W) ij0 FACIE OF SEAWALL.) OP ,4; 0 ^a � ° <l°/T ! 444 `' Ess5°17'801W 't4/p +o90�K WgCL THIS SURVEY PERFORMED BY: (ABANDONEDF�/48 S 69°soFF22.40 09r IHOUSTONa PRICE, INC. L.B. #6 go5EoR(TOcDOR+ 11436 U.S. HIGHWAY No. I'4,0N + ORDNEON SEBASTIAN, FLORIDA �, SR < O° 87 2 3�8>2�' Lu Tv *PROFESSIONAL SURVEYOR d MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON' P.S.M. #44g0 _ 50 - l�T 123' ; - 50 THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM I TECHNICAL STANDARDS (61G17-6, FAC) 15 SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED Z I I Q o GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY IO ( I LOT (P>rn REQUIREMENT. +'*' +10� I i + +hcP 11P�P^ '� a� `` IhcA * ELEVATIONS AND DIMEN51ONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. LOT I - �' z Legal Description: * THE LAST DATE OF FIELD WORK WAS: 4/13/02 s I I W I * THE BEARING BASE FOR THIS SURVEY IS: N18°30'0q"W ASSUMED ALONG LOT 2 LOT 3 LOT 4 w L 5 o 1 1 0 n THE (L OF INDIAN RIVER DRIVE AND SHOWN ON THE "RIGHT OF -WAY SURVEY" O OF INDIAN RIVER DRIVE, PREPARED FOR THE CITY OF SEBASTIAN BY ROD J D I ( T - � LOTS 11, 12, 13, 141 4 15, BLOCK q, AND THE NORTH HALF OF ABANDONED REED, FOR MASTELLER, MOLER 4 REED, INC. UJ v I Io o m - m JEFFERSON STREET BOUNDED ON THE WEST BY THE SOUTHERLY PROJECTION OF (p D y ( I LOT 7 THE WEST LINE OF LOT 15, BLOCK q, AND BOUNDED ON THE SOUTH BY THE * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY O -i -0 rn' CENTERLINE OF THE 80 FOOT ABANDONED RIGHT-OF-WAY EXTENDED FROM ITS UNDERGROUND IMPROVEMENTS, UTILITIES, FOUNDATIONS, IMPROVEMENTS, LQ NJ \ ( INTERSECTION WITH THE SAID PROJECTION OF THE WEST LINE OF LOT 15 TO THE OR ENCROACHMENTS, EXCEPT AS SHOWN. . I N b WEST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE. I �7 NO INSTRUMENTS OF RECORD REGARDING EASEMENTS RIGHT-OF-WAYS AND ALSO, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. A "SKETCH OF LEGAL DESCRIPTION" PREPARED BY JAMES A. FOWLER HAS LOT I, 2, 3, 4, +t 5, BLOCK II AND THE SOUTH HALF OF ABANDONED HARRISON BEEN DISCOVERED RECORDED IN O.R.BOOK 783, PAGE 1176, PUBLIC RECORDS STREET RIGHT-OF-WAY EXTENDING EASTWARD FROM THE EAST RIGHT-OF-WAY OF INDIAN RIVER COUNTY, DEPICTING A 10' EASEMENT (APPARENTLY FOR +h� Iri h �h LINE OF INDIAN RIVER DRIVE TO THE EDGE OF INDIAN RIVER AND ALSO, THE AN ELECTRIC LINE) IN BLOCK 11. THE ACTUAL LEGAL DESCRIPTION WAS Legend 4 Abbreviations: (s9mbols not sca leable For size) \� _ _ - _ _ - -\- - - - - - J I �n T t X NORTH HALF OF ABANDONED JEFFERSON STREET RIGHT-OF-WAY EXTENDING APPARENTLY NOT RECORDED. THE SKETCH DOES NOT CONTAIN SUFFICIENT o z FROM THE EAST RIGHT-OF-WAY OF INDIAN RIVER DRIVE, EASTWARD TO THE INFORMATION TO RECREATE THE EASEMENT. 5' EASEMENT _ _ - - - - - - - 7 I �-� INDIAN RIVER; ALL LYING AND BEING IN EDGEWATER PARK SUBDIVISION, PLS - PROFESSIONAL LAND SURVEYOR - GUY WIRE _ I I ACCORDING TO THE PLAT THEREOF FILED IN PLAT BOOK I, PAGE 23, PUBLIC * NO TITLE OPINION OR GUARANTEE 15 EXPRE55ED OR IMPLIED. PSM - PROFESSIONAL SURVEYOR +€ MAPPER � t a.5o' I , WOOD UTILITY POLE -�- 2 �' RECORDS OF INDIAN RIVER COUNTY, FLORIDA. LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE S s' EPSEMENT * UNLESS A COMPARISON 15 SHOWN, PLAT VALUES AND MEASURED VALUES � - CENTERLINE ® - GABLE T.V. BOX /RC 3 2' � END OF R RADIUS - SET I SIDEWALK SAID ABANDONED RIGHT-OF-WAYS (ABANDONED BY CITY OF SEBASTIAN ARE THE SAME. ELECTRIC BOX6 I L' - LENGTH _ ! ORDINANCE NO. 0-87-21) ARE RECORDED IN D.R. BOOK 0783, PAGE 1174, OF THE LIGHT POST I rn I I PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA. DELTA ANGLE WELL * LEGAL DESCRIPTION 15 BASED ON A LEGAL DESCRIPTION CREATED BY © - - b' E/P - EDGE OF PAVEMENT - HYDRANT Top 5.3•x, j o S.P. MUSICK, P.L.S. #11012 ON A SURVEY PERFOMED ON THESE PARCELS IN B/C - BACK OF CURB pd - °� eq I AND ALSO Ig74 AND UPDATED BY THIS FIRM. GATE VALVE NK S I � rn , � B.M. - BENCHMARK � 89° CO - WATER METER +a S 4/'07„ LOT 9 * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED.. RCP - REINFORCED CONCRETE PIPE THE EASTERLY 15 FEET OF LOT 7, ALL OF LOTS 8, q, 10, 23 24 AND 25, BLOCK SANITARY MANHOLE � T h' P08 - POINT OF BEGINNING r Q � l'Y + >i• s SANITARY SERVICE °� 7 /5 r�, ^� q, OF THE EDGEWATER PARK SUBDIVISION, TOGETHER WITH WHAT PORTION OF THE * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES O - IRON PIPE (IP) ® - SEPTIC TANK ��N V ��L �O 230 7/ */0, �qT ABANDONED RIGHT OF WAY FOR JEFFERSON STREET ABUTTING SAID LOTS 23 24 "VE -g" 'AE -7 8 t01" PER FLOOD INSURANCE RATE MAP # 1206100077 F, © - IRON ROD d GAP (IRC) _ K L �� 2 > (C4�C I AND 25, TO THE SOUTH, TOGETHER WITH ALL OF LOTS 4, 5, 6, 7, 8 AND 9, 'BLOCK DATED JULY 2nd, 101012. O - CONCRETE MONUMENT (CM) - DRAINAGE MANHOLE .q / 3 5 ) I 10, OF THE EDGEWATER PARK SUBDIVISION, AND THAT PART OF THE ABANDONED FD - FOUND CURB INLET ` p (M) - MEASURED ® - SURFACE INLET j'Rl7 FIj ` \ �AL �%'� ^CP RIGHT OF WAY FOR JEFFERSON STREET WHICH ABUTS LOTS 4, 5, 6, 7, 8 AND q, * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC F.F. - FINISH FLOOR �- - STREET SIGN 0129 \ I �'C F/V7- TO THE NORTH, AS PER PLAT RECORDED IN PLAT BOOK 5, PAGE 25, PUBLIC VERTICAL DATUM (NGVD) OF Ig2q. THE BENCHMARK USED IS U.S.G. 4 G. � - EXISTING ELEVATION 8 �I N RECORDS OF ST. LUCIE COUNTY, FLORIDA; SAID LAND NOW SITUATE AND LYING IN TIDAL STATION 5; LOCATED 50 YARDS SOUTH OF THE JUNCTION OF +o ` 0, ,� IRC ti� ,Y, ,3v �p INDIAN RIVER COUNTY, FLORIDA, PER PLAT RECORDED IN PLAT BOOK I, PAGE 23. CLEVELAND STREET AND INDIAN RIVER DRIVE ON THE EAST SIDE OF ROAD SET 6905 +p ON TOP OF SEAWALL; ELEVATION . 5.13' NGVD. TYPE: TOPOGRAPHIC SURVEY � � � � \ p°p /100 I HOUSTON & PRICEIN l.� . _ � � 'THIS SURVEY IS NOT VALID WITHOUT THE 5! AT R PROJECT#: 02-144 (SEE 99-145 do 02 002) P LAT O F SURVEY FOR. GN U E AND THE y TO, �L ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR Professional Land Surveying -Certificate No. LB6905 DATE: 4/15/02 F. B. PG. 9436 U. S. Highway 1 - o• ELEV.- 5.00' NGVD I AND MAPPER NAMED BELOW. ORA WN BY. P.R.B. ` INV'--}�.aa I DHALL I TY CSF S TIAN Sebastian, .Florida 32958 p� � � ►�� TOP N� Tel. (561)388-8603 Fax. (561)388-8604 CHECKED BY: S.A.H. RM �D .. _ ELEV.- 2•415' NGVD „ �� (` (� � �I I `©' 30 N Z ` � / I .r � � J C� ( � � 1 �-7/ , uNmRGROUND�-�"� RCp' r NGVD �-10.40' R I R r 1 i�..• w � X� N V 1 ON SCALE: 1'= 30 SHEET: 1 of 1 GAS MARKER STUART A. HOUSTON P. L. S. # 4490 /100 O3 ! �o +�' +b' h'p '}° as° �3 IRC PLS# 4490 q0 + h' .a' .�' FD IRC " rr + d' + +t' +h WITNESS SET +'1' APPROXIMATE MEAN HIGH WATER V� � FENCE ' LB #6805 (10.00' FF5ET) LoLINE ELEV.- 0.55' NGVD (4/13/02) b E/P 20 D. a ° 18' 03" E 116.74'+h(TO SHORE +'�• + 3 A WEST\ N68 - MEANDER LINE OF SHORE E/P r � - �h'- - _ _. 1 3.to'_ S 2'3 0 SeE. HARRISON STREET be, (80 R/W) b' _ - \ CARR _ ° _„ �tP ry 2.8A' d ° i $ E •g/v�RR/so S60'S12'N "E \rye' INDIAN R I V Ei� _-- _ - NS i 5 03 E �� 8 °Rd �o Ri T 2 3.1140 E/P 1 i�+ Hrp ib�b1 .tn1w� ' ;1° B/C ✓ wlTq�FT D4 g �- 8>?/ ° t i1 4, ASN GV I Tg ARo h f h� h m -I- d 588'23'56'E /RC. CONCRETE � f t1. bry 1 8 6905 +b?}� N68°15'0311E 110.10 �3/ r, �. ,��� h� +a C 22.11 h �I 0 23 FD 48 APRON `' / r �� ��' NGS+11 18' 03" E +b' 162.00 110.1' , ° + N° 96 I p ° x} 568'48 37 W 1 � APPROXIMATE MEAN HIGH WATER LINE 4q I (4/13/02) INTERSECTS T � � + t 49' 0•�5 . FD �' 13.48' ELEV.= 0.55' NGVD; N I i I TEMPORARY BEN-WURK3 Cn ON CONCRETE RUBBLE 224.32' �. -T I N I TOP OF IRON PIPE-( 0 C FD I ELEV.- 5.07' NGVD I ° \ a °d LOT 1 �� !_ 44 NoR3435, -Z O ^a 2.50' I 2.50' ° :' I Eqs TFl ti W `�. LOT I1 69p T PER+b t 5' EASEMENT E rn 7.71' �1l )b NCR P 1 S SETJ Z 151 COVERED PORCH I I N �F� �'FTFR rn ° ° r ° ° ° ° I (T p�LE T E N 32.5 I D 7 m° �. +b r7- LOT I I I pI ' L 1 + , 1' ° !° rT LU LOT 10 W ENCE �FRAME R 4 L� q D } l /l NS 0 w O O p° N w , °^0 N �$? 32 /5LOT 2 aLOT (o 4a.3' +bo LOT 4 LOT 5 01 9. °o o 00WEST 341 s' LOT 12 ° 27' c3�'EXISTING BUILDING OF LOT 7° PORCH 68932S29Sa OOOCKF.F. ELEV.- 9.00' GVD 58� 8' COVERED o N� 0° 00 LOT 8 PR 5L46 N 211,81 22.3' X 22.3'_ 5.64' 2 STORY FRAMEO °° C°FLL 00 N J- RESIDENCE I I i _ N _ O O 51.22' I 4 ® _4 ° hh /Rc c sET U I p qsp �' LOT 3 036 FDR ------ +1 --69p5 +^ +b�-----® --� ---- ----+--L I A�C� LOT 13 A�'Fherv7T _ _ _ _ _ -5' EASEMENT ------------- --- �� T 96 II II I hC10P`� fATrOpt FT °, --------- N �44 m i-S6q 1754'W /;\1C �15,00 905 26'x18' �'P. L ME L UTILITY G 1 ° ° JI +x 030 FD BUI�DING o L �VEs sr7/ T rr 41.51' (NO FLOOR) I I C ?4 5 < I BLOCK I 1 1 s BLOCK q 12 AWNING 1111130 G - C°Nc << LOT 14 (T pS RETE �- 4 h d I C N ^ � 4 a ---i ' I RU CRET NN I I < Lg D/s� 4649 �- LOT 21 LOT 22 J LOT 23 LOT 24 LOT 25 o i 11.34' ° PD° LOT 19 LOT 20 _ 6/4+9? < - L ' u ° > r pE / I 1 `� I `� °jT7/�64.E; 40.00 1 40.00 SEem 'kip Y PC 609 � s I b� h^ �° 5.00' _i I-� _ SET Le# 6 l 5 d ' + + + 5' EASEMENT 2.50' 1 i+Ik. ® a 4 1 095 I',' to h�o3 h'�^ f4, "pry b° 0 I : W°O + * a +a`� LOT 5 D DECK LOT 15 U) I m Z _ L�lltll ll ►L Nw `1 I I- ,> W d f d -49 4q O n - APPROXIMATE r1EAN HIGH WATER LINE ELEV.= 0.55' NGVD; (4/13/02) INTERSECTS _ - I d N +h• + y. /�? I ON CONCRE�-E STN O pEP o ON per` _SoN C JEFFERSON STREET (80 R/W) I °i 1 M _ x * I ST �EFfi I ° RUBBLE $°z I m 0) P pER oRDN OEDNco 12.00' o ' O O O O g O O 0 INDIAN RIVER N �� l LINK Fq/N \ + Report of Survey: ---- --- - + 570 1759 W + 165.61„ V --- - - a� s � 7C p,� o I II a� 1 INCE + - g - - - - - 7'-� - S E *TYPE OF SURVEY= TOPOGRAPHIC h o� (TO FACE OF SEAWALL) WC LS a a �° .h. ry (ABANDONED) 570°17'Sq"W /�'� s a 3' " �° s p N k *THIS SURVEY PERFORMED BY ET + S li 0 4 /P + ?' +a. O. / FD s /i / / T 0 T E #, 44 A W 22.401 69ps o q� JE,Z-0. f 4, S FD. 1 s. JEF . /48 /s D/ ° oo ss s 90 q<< pE �E�sON °c3 �1� I o ^d q/yDR psON +DKI IN ��5� (T, /vice OFF) ET ho(� HOUSTON PRICE, INC. L. B. #(qO5 Q E'D Ri STP ® cp, o+a' °PD ED ,p/STpE 40, TI IE /s L/s� + 9436 - U.S. HIGHWAY No. 1 O 0-8;, EET `O' < c' w 0-8> ?/ ET 8;;, ND/qN RD qs SEBASTIAN, FLORIDA E / /1 / / -� �) - * PROFESSIONAL SURVEYOR _ MAPPER IN RESPONSIBLE CHARGE: 123' N I I o ,< O I I LOT 6 rn eP ° to Ep I i LOT I I I + BLOCK 10LU I T1 r ° UJ LOT 2 LOT 3 LOT 4 w LOT 5 Jo l I O /� r °' J D 01 rn 0 IA I C) D > i I LOT 7 rn LO �'1 1 N �1 rn! II N D: 9 +11 31.1 +�4 h 0 ��� h �° � 06 � d� Legend i Abbreviations: (symbols not sca leable For size) p +�- -- - -• - -- 5' ° O i, PLS - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE - - f-pP- - EASEMENT__._.- - - - - - _ LOT 8 - PSM - PROFESSIONAL SURVEYOR* MAPPER `n� - WOOp UTILITY POLE \'5'� b 2.50' + LB - LAND SURVEYING BUSINESS ® - 2.50' (. - CENTERLINE ® _ S' TELEPHONE SERVICE -- R - RADIUS CABLE T.V. BOX /PC 53.2' F-A5EMENT OF L' - LENGTH ® - ELECTRIC BOX sET 690, 1 SIDEDWALK A - DELTA ANGLE - LIGHT POST p E/P - EDGE OF PAVEMENT - WELL � \ bry r 5 1 I T 1 Op 3 rJ p B/C - BACK OF CURB pq HYDRANT B.M. - BENCHMARK - GATE VALVE OF 6gNk S o ? I ir� rn RCP - REINFORCED CONCRETE PIPE ® - ►^TATER METER \ +p� .S 89 4/1LOT q POB - POINT OF BEGINNING Q - SANITARY MANHOLE 07// 4� SANITARY SERVICE mop o� B b oC/7-7'� W 2 +� ��/5, CP O - IRON PIPE (IP) ® - SEPTIC TANK © - IRON ROD 4 CAP (IRC) ® - DRAINAGE MANHOLE `N� ISL ��L Lq qD 30.15, OSo LqT 0 - CONCRETE MONUMENT (CM) ® - CURB INLETTE Fp?3 >5 (c�LC� 1 FD - FOUND�. (M) - MEASURED ® - SURFACE INLET ���'Tj��A' F. F. - FINISH FLOOR v - STREET SIGN 4 1, 7.CN 'vT +ocf - EXISTING ELEVATION SF T +a. `� 9pS Lega I Description: LOTS II, 12, 13, 14, 4 15, BLOCK 9, AND THE NORTH HALF OF ABANDONED JEFFERSON STREET BOUNDED ON THE WEST BY THE SOUTHERLY PROJECTION O THE WEST LINE OF LOT 15, BLOCK q, AND BOUNDED ON THE SOUTH BY THE CENTERLINE OF THE 80 FOOT ABANDONED RIGHT-OF-WAY EXTENDED FROM ITS INTERSECTION WITH THE SAID PROJECTION OF THE WEST LINE OF LOT 15 TO TH WEST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE. AND ALSO, LOT 1, 2, 3, 4, 4 5, BLOCK 11 AND THE SOUTH HALF OF ABANDONED HARRISON STREET RIGHT-OF-WAY EXTENDING EASTWARD FROM THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE TO THE EDGE OF INDIAN RIVER AND ALSO, THE NORTH HALF OF ABANDONED JEFFERSON STREET RIGHT-OF-WAY EXTENDING FROM THE EAST RIGHT-OF-WAY OF INDIAN RIVER DRIVE, EASTWARD TO THE INDIAN RIVER; ALL LYING AND BEING IN EDGEWATER PARK SUBDIVISION, ACCORDING TO THE PLAT THEREOF, FILED IN PLAT BOOK I, PAGE 23, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. SAID ABANDONED RIGHT-OF-WAYS (ABANDONED BY CITY OF SEBASTIAN ORDINANCE NO. 0-87-21) ARE RECORDED IN O.R. BOOK 0783, PAGE 1174, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. AND ALSO, THE EASTERLY 15 FEET OF LOT 7, ALL OF LOTS 8, q, 10, 23, 24 AND 25, BLOC q, OF THE EDGEWATER PARK SUBDIVISION, TOGETHER WITH THAT PORTION OF T ABANDONED RIGHT OF WAY FOR JEFFERSON STREET ABUTTING SAID LOTS 23, 2 AND 25, TO THE SOUTH, TOGETHER WITH ALL OF LOTS 4, 51 6, 7, 8 AND q, BL 10, OF THE EDGEWATER PARK SUBDIVISION, AND THAT PART OF THE ABANDONED RIGHT OF WAY FOR JEFFERSON STREET WHICH ABUTS LOTS 4, 5, 6, 7, 8 AND 9, TO THE NORTH, AS PER PLAT RECORDED IN PLAT BOOK 51 PAGE 25, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; SAID LAND NOW SITUATE AND LYING I INDIAN RIVER COUNTY, FLORIDA, PER PLAT RECORDED IN PLAT BOOK 1, PAGE 23 HOUSTON� PRICE, TYPE: TOPOGRAPHIC SURVEY� INC. P ROJECT#: 02-144 SEE 99-145 & - � 02 002) /0100 PLAT OF SURVEY FOR: Professional Land Surveying -Certificate No. LB6905 DATE: 4/15/02 F.B. PG. 9436 U. S. Highway 1 = , rc� E+EADwku.L DRA WN BY. P. R. B. +o ELEV - 3.0a NGVD Sebastian,_ Florida 32958 INV.. T CITYOF 5E54STIANTel. (561)388 8603 Fax.(561)388-8604CHECKED eY: s.A. � � -, °P N�> H. �D � __ ELEV.- 2A5 NGVD Ir rr 30,r I V Y I W p"�'t (e�T\ /� AN �.J i O I �l SCALE: 1 "= 30' SHEET.' 1 OF 1 ,/ UNrERc.RouMD,-�'�- RCo Ivo (-)o-4: 00/k GAS MARKER STUART A. HOUSTON, P.S.M. #4.490 * THE EXPECTED USE OF THE LAND, AS CLASS I I THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 4/13/02 * THE BEARING BASE FOR THIS SURVEY IS: NIS'30'Oq"W, ASSUMED ALONG THE 4 OF INDIAN RIVER DRIVE AND SHOWN ON THE "RIGHT-OF-WAY SURVEY" OF INDIAN RIVER DRIVE, PREPARED FOR THE CITY OF SEBASTIAN BY ROD REED, FOR MASTELLER, MOLER 4 REED, INC. F * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS, UTILITIES, FOUNDATIONS, IMPROVEMENTS, E OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. A "SKETCH OF LEGAL DESCRIPTION" PREPARED BY JAMES A. FOWLER HAS BEEN DISCOVERED RECORDED IN O.R.BOOK 783, PAGE 1176, PUBLIC RECORDS OF INDIAN RIVER COUNTY, DEPICTING A 10' EASEMENT (APPARENTLY FOR AN ELECTRIC LINE) IN BLOCK 11. THE ACTUAL LEGAL DESCRIPTION WAS APPARENTLY NOT RECORDED. THE SKETCH DOES NOT CONTAIN SUFFICIENT INFORMATION TO RECREATE THE EASEMENT. * NO TITLE OPINION OR GUARANTEE 15 EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS BASED ON A LEGAL DESCRIPTION CREATED BY 5.P. MUSICK, P.L.S. #IIg2 ON A SURVEY PERFOMED ON THESE PARCELS IN Ig74, AND UPDATED BY THIS FIRM. K * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. HE * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 4 "VE -q" 4 'AE -7, 8, 4q" PER FLOOD INSURANCE RATE MAP # 12%IC0077 F, OCK DATED JULY 2nd, Igg2. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC - VERTICAL DATUM (NGVD) OF Ig2q. THE BENCHMARK USED IS U.S.C. 4 G. N TIDAL STATION 5; LOCATED 50 YARDS SOUTH OF THE JUNCTION OF CLEVELAND STREET AND INDIAN RIVER DRIVE ON THE EAST SIDE OF ROAD ON TOP OF SEAWALL; ELEVATION - 5.13' NGVD. 00 TH/S SURVEY IS NOT VALID WITHOUT THE SIGNATURE_ AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. 5 k�� A I 16 STUART A. HOUSTON, P. L. S. # 4490 /00 CP '� �° pA IRC PLS# 4490 +°j +�• a. FD IRC C� I „ �. + FENCE +`��ry ,/ �, +� LB #6905 +h' WITNESS SET + APPROXIMATE MEAN HIGH WATER (10.00 FFSET B/C\ hb�o\ it-� Nq ' �Q ) vA+�`!' A LINE ELEV.= 0.55 NGVD (4/13/02) E/P D.?°r FD• h TO SNORE 0$ wESTti <. +tk* N68° 18' 03" E 11 .74 + . + 3 � /P bA - P - CON 2°3 08" / r-1EANDER LINE OF SHORE E : a0� R/w) bry� - - ih• _ - ' ENC-'�'F � - ,,? 6' °E \ 'n HARRISON STREET bb C _ — --�-- — �� INDIAN RIVER I y - - -- \'L 2.a4' ° t� p �q�rD KRIS S60° ��'�16"E n 1603"E oP, E/P ,ar' E�' peD ED Ri T• 23.40'. +� +°,4' p 4o 11Pb^ �b� IIPIW ' i1 IRCrSGUgRd 1 58 u n , SFS 8° FD E 22 1 I W L R CONCRETE +b L `8 6905 }b NG5*15103� E < a� q APRON . `�� ^� N(oa°18'03"E +bi�2.00' il0.1' �3igr, + ° 568°48'37"W +� ) APPROXIMATE MEAN NIGH WATER LINE NoRr 96r `�' + 4q I ( / D.�5, p PIC, / °13.48' ELEV.= 0.55' NGVD; (4/13/02) INTERSECTS 4q I 1 u irvRARY BENCHMARK= --J S �V.17l aI ON CONCRETE RUBBLE 224.32' -- C N I TOP OF IRON PIPEGp�- ELEV.- 5.07' NGVD LOT 1 ° 5' 6E'VqpR%ST NE3T5j' N A tiO 2.50Iq, I Ii <YpE)L rER rn C) r 71 Q <^ 250 I a (RcTVp ANLOT 11 +b [7,T—EASEMENT +b S905 EC 8' COVERED PORCH oT1Z 32.5LID 1p TE q . 1511.3' f b D + FRAME RESIDENCE o LOT 9 LOT 10 J ( 19 ` I O O ° _ O �^° 7 ^ 0 ^° w I N o �- 02 °32' LOT 2 '-<' ` ° o ° o ° ° o LOT 4 LOT 5 OT + T 34 + a2.3' +b oI I �+� 4,0 ° h�4,0 ° h�ry _h`?� �� >^ �� P^° L=2 769.55, pry6 �,��I ° o 0 0 EXISTING BUILDING OFS OT 7 9.27' ` BPORGNRED I I LOT 12 ,Q-56 07,3/n R`57 3�,58� + 55 JC/ 8 + ° 6 WOOp ° O a I / O F.F. ELEV.- q.00' NGVD �9�Jh8' ?53 ?8 9.5,5 �---/ ` 4 DOCK o o ' OCOVERED I I -4 I <, O 00 N N LOT 8 PORCH 51.46 I I 5.62' 218' O Q 22.3' X 22.3'G1 -1 r 5.64' ORY I qu I I I I a o J RESIDENCE I I _ CO/VC. IN I O O O O O 00 PA FRA 51.22 'i !Rc 1 ; h 'Rc":bsET ; I pgVspi./,gC LOT 3 0 0 3 q ^ 6905 +^ +b - - -® ®- - - - - - - - - } - - I- CONC LOT 13 EVEN, r <r o NO 896' _ _ — — — — — 5' EASEMENT I p ------------- ---- RTS-�-------- -__ � _ - ------- -- �----. - I � ----- ---------------- 5(0q°17'54"W s `Rc N I p� ^ -- —— � I � 0 �; SFT � cA � I 6 ^ 9 I I 6 15.00 ^ s 6 5 hry + �++19 + G �P MF_ AL UTILITY I + C FD BUILDING 3°' wEss�ITy„ 41.51' (NO FLOOR) C s sq.5, BLOCK 11 1 0) -� NG CO I' Nc 1 LOCK 12' AWNING i' III.30' LOT 14 ps RErF LOT 4 ° G a R AV �lor t C3R,Af=H 1 C 5CrALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. ° ° O 4, Tq 6qq I n 16 I �. +b A RIVER LCT Gl LOT 20 LOT 21 LOT 22 J LOT 23 LOT 24 LOT 25 0 ii.3a' ° ^ ° 9? > < I N D I YIN ('C I Y ER l�1 I ` I .CAatty, E74 6UET g40.00' 00RK L6# 095 G a 1 a I + 5' EASE, IENT I--ae3� 6 th 6Oc�5 �� 3^ 74, *�� WOO ,. 6 n 2.50' 1 I� — I i +11 +Pry LOT 5 Z I s LOT 15 1 m 0� _ I N aE `1 N I I a G a l Uu . s i n �. ° a- - I I!I C) C) — APPROXIMATE MEAN HIGH WATER LINE 0 _ o ELEV.- 0.55' NGVD; (4/13/02) INTERSECTS +�' + ON CONCRETE RUBBLE N i _ S pEq �p �z pR ORE �N�N NBNn RpD�NFRSOIV O(ppl p ° D RD C)+• i ri m 8> R�yV q n — ?' Reort of Survey: 3i Q °'8 2- �iW i N — D - ° C�Nk Hq'N + I p b°p qr /p F b + ?/ �� +P� 570°17'SGl"W +°ry1�5.(0l'sse�, JEFFERSON STREET 80' R/W l ° b• _ _ _ _ --' ' --7' � s. 3' a"e *TYPE OF SURVEY: TOPOGRAPHIC C + �+ +ha4 �; \° — a—�� — ° / / (TO FACE OF SEAWALL) -a -- (ABANDONED) 570°17'S9'IW Rc seT S r O lq /p F + +a. / S D S '�? Ty�s (i0 °NESS„ 9990 ; �K wq<< *THIS SURVEY PERFORMED BY 22.40' 6905 4a, -jEF" °• 09, soy, ° � 1 1 ge ''EFF f / �g8.05 °'S r ° oo�:-F SFT Wk O pER "W'DO E�R RSrRsET y I R >� RD,8>N L.B.#6905 SToTON t PRICE, ^ ON +D 451 q6S� +S -U.S. HIGHWAY No.I / Is /S SEBASTIAN, FLORIDA - 21 rn 41 2l Ri SES / 32958 71) < — / ,--� RJ * PROFESSIONAL SURVEYOR 4 MAPPER IN RESPONSIBLE CHAR — GE: -- — - -_ — 50 50' 1/7 - 123' STUART A. HOUSTON P.S.M. #4490 I 1 < * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM I TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM I I n I RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT zIN N I 1 �J GEOMETRIC500. HFiGURESUREMENT WAS FOUNDNTOCBECN CALCULATION OF OF THISCLOSED p I I LOT 6 i --n REQUIREMENT. +10 - + + I I +11 �,� ,� hP ° `� �,�� * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET `OY + AND DECIMAL PARTS THEREOF. � I T cp I z L Sga I pescription: * THE LAST DATE OF FIELD WORK WAS: 4/13/02 LOT 3 LOT 4 LOT 5 o I 1 1 I * THE BEARING BASE FOR THIS SURVEY IS: NI8°30'0q"W, ASSUMED ALONG `OT 2 I I n THE (L OF INDIAN RIVER DRIVE AND SHOWN ON THE "RIGHT-OF-WAY SURVEY" jD I I OF INDIAN RIVER DRIVE, PREPARED FOR THE CITY OF SEBASTIAN BY ROD � = Q LOTS II 12 13, 14, # 15, BLOCK q, AND THE NORTH HALF OF ABANDONED REED, FOR MASTELLER, MOLER * REED, INC. r I (o o m- I JEFFERSON STREET BOUNDED ON THE WEST BY THE SOUTHERLY PROJECTION OF D I I LOT 7 THE WEST LINE OF LOT 15, BLOCK q, AND BOUNDED ON THE SOUTH BY THE *THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY Lu ( I N I rn'I CENTERLINE OF THE 80 FOOT ABANDONED RIGHT-OF-WAY EXTENDED FROM ITS UNDERGROUND IMPROVEMENTS, UTILITIES, FOUNDATIONS, IMPROVEMENTS, INTERSECTION WITH THE SAID PROJECTION OF THE WEST LINE OF LOT 15 TO THE OR ENCROACHMENTS, EXCEPT AS SHOWN. \I I N D I WEST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE. AND ALSO * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS RIGHT-OF-WAYS, 3 o I I OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. LOT I 2 A SKETCH OF LEGAL DESCRIPTION" PREPARED BY JAMES A. FOWLER HAS BLOCK 11 AND THE SOUTH HALF OF g I I 3, 4 5 ABANDONED HARR15ON BEEN DISCOVERED RECORDED IN O.R.BOOK 783 PAGE 117 � � ^ 6, PUBLIC RECORDS +b +b' +b 2 31 I +`' haQ �'� pto ti 66 STREET RIGHT-OF-WAY EXTENDING EASTWARD FROM THE EAST RIGHT-OF-WAY OF INDIAN RIVER COUNTY, DEPICTING A 10' EASEMENT (APPARENTLY FOR 3 i'' tom' 7 ' h' LINE OF INDIAN RIVER DRIVE TO THE EDGE OF INDIAN RIVER AND ALSO, THE AN ELECTRIC LINE) IN BLOCK 11. THE ACTUAL LEGAL DESCRIPTION WAS Legend Abbreviations: (symbols not scalSable for size) _ _ _ - _ = _ _ _ _ J I NORTH HALF OF ABANDONED JEFFERSON STREET RIGHT-OF-WAY EXTENDING APPARENTLY NOT RECORDED. THE SKETCH DOES NOT CONTAIN SUFFICIENT \\ _ _ _ FROM THE EAST RIGHT-OF-WAY OF INDIAN RIVER DRIVE, EASTWARD TO THE INFORMATION TO RECREATE THE EASEMENT, PLS PROFESSIONAL LAND SURVEYOR GUY WIRE - -�F - INDIAN RIVER; ALL LYING AND BEING IN EDGEWATER PARK SUBDIVISION PSM - PROFESSIONAL SURVEYOR #MAPPER c"� - � �5, b' `� r 2.50 1 + <, ACCORDING TO THE PLAT THEREOF, FILED IN PLAT BOOK 1, PAGE 23, PUBLIC * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. WOOD UTILITY POLE * 2.50' RECORDS OF INDIAN RIVER COUNTY FLORIDA. LB - LAND SURVEYING BUSINESS - TELEPHONE SERVICE ® * UNLESS A COMPARISON R - RADIUS CENTERLINE ® - RC 53,?, i 5' EgSEt1ENT END OF SON IS SHOWN PLAT VALUES AND MEASURED VALUES R - RADIUS GABLE T.V. BOX ® - ELECTRIC BOX SET 1 c� SIDEWALK SAID ABANDONED RIGHT-OF-WAYS ABANDONED BY CITY OF SEBASTIAN ARE THE SAME. L ° - LENGTH 6905 I I I 6 - DELTA ANGLE - LIGHT POST yo 1 rn 1 ORDINANCE NO. 0-87-21) ARE RECORDED IN O.R. BOOK 0783, PAGE 1174, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. * LEGAL DESCRIPTION 15 BASED ON A LEGAL DESCRIPTION CREATED BY E/P - EDGE OF PAVEMENT _ WELL b S.P. MUSICK P.L.S. #llg2 ON A HYDRANT Top 53 ?' I , SURVEY PERFOMED ON THESE PARCELS IN B. BIC - BACK OF CURB � - GATE VALVE � � � � OF �qNk Sg ° � I v rn AND ALSO, Ig74, AND UPDATED BY THIS FIRM. M. - BENCHMARK ® - WATER METER ° LOT 9 RCP = REINFORCED CONCRETE PIPE _ SANITARY MANHOLE + S 9 4��07n� ``'° *UNLESS OTHERWISE INDICATED, POB - POINT OF BEGINNING +4' 7 • s� THE EASTERLY 15 FEET OF LOT 7 ALL OF LOTS 8 q 10 23 24 AND 25 BLOCK C TED, FOUND MONUMENTATION. 15 UNIDENTIFIED, SANITARY SERVICE r` e b UU�.Fq % >!� /5' (p g, OF THE EDGEWATER PARK SUBDIVISION, TOGETHER WITH THAT PORTION OF THE * THE PARCEL OF LAND SHOWN HEREON O IRON PIPE (IP) of E EON APPEARS TO BE IN FLOOD ZONES O - IRON ROD CAP (IRC) ® - SEPTIC TANK 4Nr 'q CL �O,gID 230• �S ID'50r, �c7� ABANDONED RIGHT OF WAY FOR JEFFERSON STREET ABUTTING SAID LOTS 23, 24 "VE -g" 8 'AE -7, 8, tq" PER FLOOD INSURANCE RATE MAP # 12061C 77 © - DRAINAGE MANHOLE , I- AND 25, TO THE SOUTH, TOGETHER WITH ALL OF LOTS 4, 5, 6, 7 8 AND q, BLOCK DATED JULY 2nd, Igg2. F' - CONCRETE MONUMENT (CM) ® - CURB INLET �� T�, �L�pq '?3. >5, ci ( 10 OF THE EDGEWATER PARK SUBDIVISION AND THAT PART OF THE ABANDONED FD - FOUND) - SURFACE INLET p!� (M) - MEASURED -�- - STREET SIGN pD 4 '�L 4Dj�T�� ^� RIGHT OF WAY FOR JEFFERSON STREET WHICH ABUTS LOTS 4 5 6 7 S AND q THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC F, F. - FINISH FLOOR q? g� TC /V7 TO THE NORTH AS PER PLAT RECORDED IN PLAT BOOK 5 PAGE 25 PUBLIC VERTICAL DATUM (NGVD) OF Ig2q. THE BENCHMARK USED IS U.5.C. 8 G. cA - EXISTING ELEVATION 9 ' �' � �•/ , +° z R \ I RECORDS OF ST. LUCIE COUNTY, FLORIDA; SAID LAND NOW SITUATE AND LYING IN TIDAL STATION 5; LOCATED 50 YARDS SOUTH OF THE JUNCTION OF + 8 ° c S ,y �o `a INDIAN RIVER COUNTY, FLORIDA, PER PLAT RECORDED IN PLAT BOOK I, PAGE 23. CLEVELAND STREET AND INDIAN RIVER DRIVE ON THE EAST SIDE OF ROAD ET 6905 ON TOP OF SEAWALL; ELEVATION 5.13' NGVD. HOUSTON TYPE: TOPOGRAPHIC SURVEY � � � �. \ ` � I & PRICE INC . PR �� � OJECT#. 02-144 (SEE 99-145 & 02-002) � � �!� I *,V•HIS SUR VEY IS ^ P LAT O F SUR VEY FOR. O T VALID W! THOU T THE SI vNA TURF AND T.HE Professional Land Surveying—Certificate No. LB6905 ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR DATE: 4/15/02 F.B. PG. � �`' I ' 9436 U.S. Highway 1 +off FLEEV..- 3.00OP WEA1 NGVD I AND MAPPER NAMED BELOW. DRAWN BY: P.R.B. ! CITY Sebastian,. Florida 32958 � � 1NV'- (-��' OF5E5ASTIAN Tel. 5 61 3 8 8— 8 6 0 3 — CHECK peg �� " �° TOP HEADWALL Q ) Fax. ( 561) 388 8604 ED BY. S.A.N. FD ELEV - 2.45 NGVD � ,� %� 30 11RIVfi�IUJ-'RfGX'�4N510N �� � 4116 low SCALE: 1"= 30' SHEET:• 1 OF i uNDER�R°1N°---'"�---r Rcp •� GAS MARKER 00*0�ST UART A. HOUSTON P.L.S. # 4490