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HomeMy WebLinkAbout1997 - (#21) Topographic Survey Drainage Areasm O 18.20 + 6� ryp • � - ryp. -cb + gyp. 18.33 MVIEW 1 - 4431.DWG DISK NO. 311 1 I 1 a 1 I 20.35 X 20.30 1 20.64 0 3+10.12 Lp O+O1 78 3+00 20.60 x 19.6 INV. 20.39 �. CONCRETE D/WAY INV. 20.42 1 ' 2072.X 2 0.46 ,y" i I kAWSON STREO 1 50' R/W 1 - - INV. 19.34 0 C NCRE E+1 + 1 + I-, I � / � I �/ 'i %1 (^ i `��► LdL,L_�ur� INV. L 1 19.48 4 INV. O I p� 20.03 3 k� Z 1 1� CONCRETE D/WAY 20 4 1° INV. �1 f+ 19.80 q? X 19.67 } b 2. yg� ° m 2.. `p._ ,b r o(? lip' INV. O 19.70 6" I I 1 I 1 1 'y'' +1°y. ry0• ,y0- ryp. gyp'` 1�� -� I o I o_ NI 1 � 1 1 F- 1 V) Lo w I t Of Co z 1 1 1 INV. 19.88 RET ♦ ry { l + C D/WAYE 0 1 O + INV. 19.92 1 1 1 1 20.96 20.95 0+00 o 0 FOUND NAIL 0 12" c �X 22.( CONCRETE D/WAY 0.22 ,y �-li- _ ® ____.__ 2 ;obi VOCELLE AVE. 3+e� S89'46'09"E 5+0� --T._- - + FOUND NAIL - f #0 ' - I - ti° 50 R/W moo. yp. ryo ryp. 1p. NJ CN 9.64 �� 01 11 19.49 INV. 12" CMP INV. N (� v INV. 12 CM� INV. 11 �Ca 19.60 19.65 +y0 19.77 19.60 CONCRETE CONCRETE oh D/WAY D/WAY I I I I ( I I I I I +� 6., 5.. Oo� UNDERGROUND CABLE ° SIGN 1+oq-1 2f-0�, - 7 I I i I � t I ( I I t I t y yL CONCRETE CONCRETE Y 5 1 D/WAY D/WAY iRell m m l�l. wli ® m + o 208 12"CM 20 53 y O 3+op° S89°47'12"E 4+06'o VOCELLE AVE. 5+,ae FOUND NAIL yo°' 70 R/W yo' - 0 1 20.22,\ y°A i pS + h lq L° 20.48 ® eio m a m GRA L ® m D/WAY INV. Ld 19.67 i� V') 0 N z I I INF 19.59 + -'w + 'PIT -1p L I'\ ARKER STREE 50/ R/W M LLJ O Z_ N f LL! Fes- LLJ <Q LLJ Ld V) N L1_1 Ld V) olimm "fil-I V(�CI�LLL� AND �EMPS�Y AVENUE DRAINAGE AREAS IRC IRON ROD AND CAP LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM CONCRETE MONUMENT MEAS. MEASURED P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P.G.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV. ELEVATION E.O.P. EDGE OF PAVEMENT R RADIUS ® DELTA L LENGTH LEGEND AND ABBREVIATIONS OAK Q SANITARY MANHOLE PINE OD DRAINAGE MANHOLE PALM @ WELL SHRUB 14 HYDRANT wV MAPLE WATER VALVE WATER METER CITRUS 5� CLEANOUT ELM ® CATCH BASIN I>m CURB INLET GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. REPORT OF SURVEY: • TYPE OF SURVEY, TOPOGRAPHIC *SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION 4644 1623 N. U.S. HIGHWAY NO.1, SUITE B-2 SEBASTIAN, FLORIDA 32958 *NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17--6 FAC), IS URBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT, O THE LAST DATE OF FIELD WORK: 3-07-97 $ THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: S89°47'12"E ALONG THE CENTERLINE OF VOCELLE AVENUE FROM THE NAILS LOCATED AT BARBER STREET AND FLEMING STREET ONO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THERE ARE CULVERTS THAT ARE COVERED BY DIRT OR DEBRIS IN THE PROJECT AREA. EXACT SIZES COULD NOT BE DETERMINED. ALL CUVERTS THAT ARE COVERED WERE CLASSIFIED AS 12" CMP'S. •P.K. NAILS ARE SET EVERY 100' ALONG THE BASELINES AS SHOWN. 160 -a- SIGN >yc LIGHT POLE Ill MAIL OR PAPERBOX O SOUTHERN BELL BOX O CABLE TV BOX ccb POWERPOLE ELECTRIC BOX 0 < Z O � W LL- 0 Q 10 7Q� Q r\ w�4vi XV)� O a_ U �� � a a: �Lli W ©ZW J�z O ® U F- LLJ J Z� I O 0 Ld O CL F`*"1 ca N C� n cD N ?- LL- Ld V) � � Cn C� Ln O % © LL. CL NU Z j- CO O ® N 1- CD p r- U LdZ Lj L►J � 's U J L W CL 1-- O <C W <t W }- Q 0� x = U m I- © n o U fn (I) IV, L1_ LLa 0 Z J U w I, w V) N ERWIN STREET 50' IR/W i 7 I I +5 CONCRETE INV. D/WAY 19.93 +T +� `L r� I I I I i I 19.93 A r1 L� L_v u r� `t- -t MVIEW 2 - 4431.DWG DISK NO. 311 I I �ADGER STREd 50' R/W � Li f 0 41 oI z m: r LL- LI_.1 O Z J U w LLI Q M LL1 LL1 (f) r I IRC IRON ROD AND CAP OAK Q SANITARY MANHOLE SIGN LB NO. LICENSED BUSINESS NUMBER PINE © DRAINAGE MANHOLE X� LIGHT POLE R/W RIGHT OF WAY CM CONCRETE MONUMENT PALM WELL ® MAIL OR PAPERBOX MEAS. P.U.D.E. MEASURED PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT 0 SOUTHERN BELL BOX SHRUB FD. FOUND wv 0 CABLE TV BOX O.R.B. OFFICIAL RECORD BOOK MAPLE WATER VALVE P.R.M. PERMANENT REFERENCE MONUMENT �.�' ' POWERPOLE P'.C.P. PERMANENT CONTROL POINT WATER METER BM BENCHMARK CITRUS 5 CLEANOUT ELECTRIC BOX F.F. FINISH FLOOR ELEV. ELEVATION ELM ® CATCH BASIN E.O.P. EDGE OF PAVEMENT R RADIUS nm CURB INLET A DELTA L LENGTH 4 GRAPHIC SCALE ( IN FEET ) 11 inch = 40 ft. REPORT OF SURVEY: e TYPE OF SURVEY: TOPOGRAPHIC •SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION 4644 1623 N. U.S. HIGHWAY NO.1, SUITE B-2 SEBASTIAN, FLORIDA 32958 *NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • ACCURACY: THE EXPECTED USE OF' THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 FAC), IS URBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. ®THE LAST DATE OF FIELD WORK: 3-07-97 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: S89'47'12"E ALONG THE CENTERLINE OF VOCELLE AVENUE FROM THE NAILS LOCATED AT BARBER STREET AND FLEMING STREET *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. *UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. *THERE ARE CULVERTS THAT ARE COVERED BY DIRT OR DEBRIS IN THE PROJECT AREA. EXACT SIZES COULD NOT BE DETERMINED. ALL CUVERTS THAT ARE COVERED WERE CLASSIFIED AS 12" CMP'S. •P.K. NAILS ARE SET EVERY 100' ALONG THE BASELINES AS SHOWN. 160 0 `E Z o w J W Li- <Q < u- ZQo uiW¢ ;rV)Q� CL �0 :D � � x D ,uj Ld ac < 0 0 ®Zul J�z w } a U F-- w J Q Z jE O L� V) LL. O CL << ai U LJJ cC> N m V) e- U_ � T 0-)In OG t� I Q o O y_ LL- m Z m O ® F-- Cx] N cV U a Z w w U w m t- O <C w o w �- Q y-1-31 f- w Ld (0� 1 uui �L 1 1 U 1 - - spy pa p1a 6ry ryp� CONCRETE �� h"� +�- D/WAY tip' Ld INV. I L J L_ �/ �J r\ I J rO l ryp' rye• apzp. rh rypZ6 p ti C O.NCRETEnD/WAY INV. 20.64 .64 In CONCRETE D/WAY,, + X1Li �a�ee. �s �w _ +mnee ® I Lp O Q INV. INV. Ali 19.74 12"CMP b 19.75 20.62 0 1h Z N I ryp 0.74 +rya ryp. '7 DEMPSEY�AVENUE 1+0- I - 15+� - _ s 4s'o9"E LLu J 50 R/W 1ti�-____- �p� FOUND NAIL - - F- W ap p^ Q Z a ry0 + ry + � W W (f) i I I I I I L�L_�i�r� I I I I I 117 e ,N® a .m Q rye. �h Q `bye ti r + y Li-`Lp W O ry0ry0• cV ^J S89`47'14? S89'47'12"E 14-I~ VOCELLE AVENUE 15+qb'' S89`47'12"E U W 5 Q FOUND NAIL ry0 yp' 70 RAW ryp� iK tip + INV. 12 INV. (%) pk I �- ryp� + pc� �N9 19.90 CMPh� 19.67 1 -I- 'l`ti `L ry^ W Oph ryp� W CONCRETE (f7 V D/WAY n ryp • 10 I "3 ryC NWAYS ti� ry0 Lp1I 8. hgjl +ry I 1 20.98 I X 20.20 x 27 SMITH STREET 50' R/W MVIEW 3 - 4431.DWG DISK NO. 311 I P P i L;L_v�r� I I I I I I I I I I I I o CONCRETE TOP OF HEADWALL h D/WSAY a CONCRETE D/WA(�, CONCRETE / ti ryry ® +�k 21.3 ry`' O i t ( l ilp a�r1, TOP OF HEADWALL 21.3 a® ryo 06 y�' � +A� w h ry• y y + hh 6 �p L X 20.11 _ 1 MP- 19.85 + rye. +( + �h tip INV. 19.48 �h ry ® ry� hry F hh ry a +ry h^ IN la 19.56 16 0' - + - - 17+0a. 3+09.58 rye• 18 dog DEMPSE.Y AVENUE 1199+ r0 - s89'46'o9"E 20+0 tK --1- �- - - + �--- - -+- l�6 ry FOUND NAIL ry�x 56R/W ' N 3+00 INV. I 12"CMP 1I 84 9p' 21.25 ti0^ +ry a' ryp0 ��h 2N29 19.96 + 9 INV. 21.41 p`a >x + a� nawsw ti 9.69 O CONCRETE D/WAY 0.07 I -_�_+� TOP OFF HEADWALL 2138 21.3 20.11 21.35 it I I I � I 1 rr + ry N I I �� r� '+rypry� 0 - - ' ®Lr) I 1 INV. 19.82 CONCRETE i 0 ti� ,}Sry CONCRETE I ( D%WAY N `' D/WAY INV: 19.83 Ill 1 a ph - + + ryp COD1W BENCHMARK ELEV. 21.31 I I I I I i I I I <' L�L_U�.r� I I I I i I I BENCHMARI< CONCRETE 21, 4 ELEV. 21.20 CONCRETE D/WAY,ry 20.91 ryp2� D/WA+i ryrya i CONCRETE 12" INV. Q +ryp�h Q X 33+ D/WAY INV. 20.78 p ryp' 12" INV. INV. 12" INV. 20.10 CMP 20.01 + 20.74 +`ti + MP 20.06 20.16 CMP 20.19 ph O N� T- INV. �h ry� ry� 1.06 ry ry 0.04 17+efl- - I �* ry�� 16+ S89'47'12"E - VOCELLE (AVENUE 20+ - 0 7ti - - 70' R/W 9- h L�� ryp + h b1p p� 12" a' LOW POINT LOW POINT 20.89 20.81 ryry� +ryry 19 60 CMP INV. ryry`o' 9.41 Q a1 1 h6 ryry• 0 +`t CONCRETE Nq D/WAY CONCRETE D/WAY I I A I I I I L�L`t-`: Lt_ W Z W (- W Q V) Lli Ld U) T oPOG��aPi�Ic SURVEY OF THE IRC IRON ROD AND CAP OAK Q SANITARY MANHOLE -a- SIGN LB NO. LICENSED BUSINESS NUMBER PINE ( DRAINAGE MANHOLE LIGHT POLE R/W RIGHT OF WAY CM CONCRETE MONUMENT PALM WELL ® MAIL OR PAPERBOX MEAS. MEASURED P•U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT SHRUB HYDRANT Q SOUTHERN BELL BOX FD. FOUND WV Q CABLE TV BOX O.R.B. OFFICIAL RECORD BOOK WATER VALVE P.R.M. PERMANENT REFERENCE MONUMENT 'tea MAPLE COL.) POWERPOLE P.C.P. PERMANENT CONTROL POINT �� WATER METER BM BENCHMARK CITRUS 5� CLEANOUT ELECTRIC BOX F.F. FINISH FLOOR ELEV. ELEVA11ON ELM ® CATCH BASIN E.O.P. EDGE OF PAVEMENT R RADIUS ® CURB INLET ® DELTA L LENGTH GRAPHIC SCALE ( IN FEET ) I inch = 40 ft. REPORT OF SURVEY: • TYPE OF SURVEY: TOPOGRAPHIC ®SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION 4644 1623 N. U.S. HIGHWAY NO.1, SUITE B-2 SEBASTIAN, FLORIDA 32958 *NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (611317-6 FAC), IS URBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. • THE LAST DATE OF FIELD WORK: 3-07-97 @THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: S89'47'12"E ALONG THE CENTERLINE OF VOCELLE AVENUE FROM THE NAILS LOCATED AT BARBER STREET AND FLEMING STREET *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. *THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. ®UNLESS A COMPARISON IS SHOWN. PLAT VALUES & MEASURED VALUES ARE THE SAME. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THERE ARE CULVERTS THAT ARE COVERED BY DIRT OR DEBRIS IN THE PROJECT AREA. EXACT SIZES COULD NOT BE DETERMINED. ALL CUVERTS THAT ARE COVERED WERE CLASSIFIED AS 12" CMP'S. • P.K. NAILS ARE SET EVERY 100' ALONG THE BASELINES AS SHOWN. a < Z W �U-CL Q Q W r- Z u- C7Qp +� U) J Z 4 = � F- p U Z) V) j Cl O a w ¢o a p Z W z > O U 1-- w -� Z Tom` 0 LL- �- LIJ F-1 :D LI_ 0 4 CO N U CO N m LL- IL cl� 0) to O 0 a 0m N Z O ( M 0 III to 1-- N U LLJ `" w '3 U J W CL N CO <C w Q w ® U IF- ® n V) (l N �� MVIEW 4 - 4431.DWG DISK NO. 311 I I I '� I /\ L_u I i I I I A L�L_vur� 1 SEMBLE�R STREET 50 R/W 1 "b tiq +rye. +ry, �ryti 1 1 1 2075. WENTW RTH ST 50' R/W / V IN 0 W 'p'-- O M N d o + 1 +ry �ry 01 21.66 + TOP 0 DWX1.18 22. 0 22E 1 7 1 20.53 22.37 1 L�" 2.4 g 26 69.41 + + ryry� .36 � o 22.45 1 HEADWALL INV.1 g0.42 22.11 22. 1 22.2 3K 01 a a IN I 2291 23.52 - +ti� ry } �ry y + 0 t 1 a-- 1 Ld 1 a z 1 1 J Q o a 0 a o �1 I 1 22 QA E ro 0" 23.0 x 22,64 1 P INV. SIGN 22,50 22.91 Q 22 9 L� n 2.82 FOUND NAIL S89'47'12"E 26+69.41 23.08 14 0 0 o `L r� �h 1 L' .�SCONCRETE D/WAY + 'X 22.69 X 22.05 K 22.96 2V6 IRC IRON ROD AND CAP OAK Q SANITARY MANHOLE -a- SIGN LB LICENSED BUSINESS NO. NUMBER PINE 0O DRAINAGE MANHOLE LIGHT POLE R/W RIGHT OF WAY CM CONCRETE MONUMENT PALM ® WELL ® MAIL OR PAPERBOX MEAS. MEASURED P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT O SOUTHERN BELL BOX FD. FOUND SHRUB w CABLE TV BOX O.R.B. OFFICIAL RECORD BOOK pQ WATER VALVE P.R.M. PERMANENT REFERENCE MONUMENT MAPLE `� POWERPOLE P.C.P. PERMANENT CONTROL POINT WATER METER BM BENCHMARK CITRUS 5 CLEANOU T ELECTRIC BOX F.F. FINISH FLOOR ELEV. ELEVATION ELM ® CATCH BASIN E.O.P. EDGE OF PAVEMENT R RADIUS t>m CURB INLET d DELTA L LENGTH GRAPHIC SCALE 40 0 20 40 6o ( IN FEET ) 1 inch = 40 ft. REPORT OF SURVEY: *TYPE OF SURVEY: TOPOGRAPHIC ®SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION 4644 1623 N. U.S. HIGHWAY NO.1, SUITE B-2 SEBASTIAN, FLORIDA 32958 •NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. *ACCURACY. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (611317-6 FAC), IS URBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. *THE LAST DATE OF FIELD WORK: 3-07-97 *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: S89'47'12"E ALONG THE CENTERLINE OF VOCELLE AVENUE FROM THE NAILS LOCATED AT BARBER STREET AND FLEMING STREET *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. *THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. *UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. *THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. *THERE ARE CULVERTS THAT ARE COVERED BY DIRT OR DEBRIS IN THE PROJECT AREA. EXACT SIZES COULD NOT BE DETERMINED. ALL CUVERTS THAT ARE COVERED WERE CLASSIFIED AS 12" CMP'S. «P.K. NAILS ARE SET EVERY 100' ALONG THE BASELINES AS SHOWN. 160 o +r r r r , • LL- • .r r r Ld rti • r - 0 s r Ljj I— Ljj I r y • • i r rr • « r • rr • r r « r r r r r rr � r r r yy._3/ - o � O ws +�ti �. + BENCHMARK + 1852 TOP OF HEADWALL ELEV. 21.65 p � 20.6 rye. Co ry�� ----_°' `L' �° LAYPORT DRIVE + �� + FOUND NAIL ryti - ryO R W a + ,�� �O• ryo- ® +rye + +��ry o_ i Lp6� tip 1INV. +�O� TOP OFHEADWALL ti0 Lp L� �p II._ + pro 9e� + + INV. 19.17 PLANTER INV. - 19.20 CONCRETE a �O' I ry { CONCRETE D/WAY + _ N D/WAY in .- w INV. 0 19. 6 1 1 19.25 0 I � 1 0 ZI O6 di Oh 9 �0 1 1 I wi 1 I w � I 1 "" O �' 1 +INV. 19.62 � I CONCRETE N RE E O / U O 7 +1 1974 + 1952+1+ 4 CONCRETE CONCRETE + r D/WAY 1 INV. 19.51 INV. - - - - I 19.51 INV. 19.32 \M 1� U CONCRETE CAD/WAY I o INV. + 19j2 6 g ti�/y rye. rye. ++�vy�, p - `1ry`.L I 1 INV 19_36 �O O� CONCRETE +ry I GRASS �j D/WAY N N D/WAY INV. 1 19.69 o I I ^ ry� +� - ( ( I W INV* 0 19.651 1 CONCRETE O N D/WAY ZI I INV. 0 19.98 - - - - -�-- - 0 ,o 10�D �" + + '� I n /� I<. 1 L,L_v�r\ INV. I 19.73 00 �O CONCRETE ti^ ry + gyp. D/WAY 12"CMP INV. 19.76 ryp° h 10, `L^ X 20.60 a y0 + 777 20.85 3 0 ,08 FOUND NAIL 0 o+ DEMPSEY AVENUE 6A-Cov- s-4 50' R/W ti�' - 3+09.84 ry0� I �O � ry b 0.95 3+00 12"CMP t:� O� INV. +l0� INV. 12"CM INV. 19.84 20.64 19.37 + a 19.83 y CB�FYTE CON X 20.5 I D/WAYS 20. 4 MV1EW 5 - 4431.DWG DISK NO. 311 1 I u )P OF HEADWALL CONCRETE 1 20.8 D/WAY ry9 X 2 8 1 �g, ry� -}+06Otx INV. tEt.94 +-® ® a . . INVINV• 94 20.66 3"PVC 20.60 + + rx 10tds' DEMPSEY AVENUE 11+41J - --z I - -t t---- - -+---- - -" - - r,° ,yob 50' R/W 8 OF 0 om ® �iapi + r WRAINAG. A-R I I : cc 1: 0 Y 1 bi wil Ir 1111 Fp. e >r IRC IRON ROD AND CAP OAK (5) SANITARY MANHOLE SIGN LB LICENSED BUSINESS NO. NUMBER 01 PINE DRAINAGE MANHOLE LIGHT POLE R/W RIGHT OF WAY CM CONCRETE MONUMENT PALM ® WELL ® MAIL OR PAPERBOX MEAS. MEASURED P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT SHRUB HYDRANT SOUTHERN BELL BOX FD. FOUND CABLE TV BOX O.R.B. OFFICIAL RECORD BOOK pQ WATER VALVE P.R.M. PERMANENT REFERENCE MONUMENT MAPLE Cob POWERPOLE P.C.P. PERMANENT CONTROL POINT gyp° WATER METER BM BENCHMARK CITRUS y� CLEANOUT `1�- ELECTRIC BOX F.F. FINISH FLOOR ELEV. ELEVATION ELM ® CATCH BASIN E.O.P. EDGE OF PAVEMENT R RADIUS ® CURB INLET A DELTA L LENGTH GRAPHIC SCALE A�Iii imi ( IN FEET ) i inch = 40 fL. REPORT OF SURVEY: • TYPE OF SURVEY: TOPOGRAPHIC *SURVEYOR IN RESPONSIBLE CHARGE: ROD REED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION 4644 1623 N. U.S. HIGHWAY NO.1, SUITE B-2 SEBASTIAN, FLORIDA 32958 *NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61 G17-6 FAC), IS URBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: S89'47'12"E ALONG THE CENTERLINE OF VOCELLE AVENUE FROM THE NAILS LOCATED AT BARBER STREET AND FLEMING STREET *NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THERE ARE CULVERTS THAT ARE COVERED BY DIRT OR DEBRIS IN THE PROJECT AREA. EXACT SIZES COULD NOT BE DETERMINED. ALL COVERTS THAT ARE COVERED WERE CLASSIFIED AS 12" CMP'S. • P.K. NAILS ARE SET EVERY 100' ALONG THE BASELINES AS SHOWN. D ®4 Z d p� OLjj V•- UL Q q ,J M G w w ¢ Un :E Un W CL H- Q a �. Ur j ® Lid < Ur Ld �Q0: a o?UJ z p U_ ~O w J Z n� 1 O C) W u- 0 W I� CO N U a- W cD N m D' (� `� ) T U � C� C� CF Ln U pI 0 m Q O a- N Z �-: I I ® h-- M L0 cV � W (� F- O <C w <C w }- < 0' rY = U =