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Home My WebLink About2008 - Addendum #1 George Street Drainaged4. m .. b d4 NOTE: HOUSE AND DECK m DETAILS ON THIS LOT ° °coaNCREi� ARE BASED ON A SURVEY q q PORCH' PERFORMED & PROVIDED BY SMITH SURVEYING & ° ° MAPPING INC. O JOB #03-0856 12" ADS O .. .. <' . ° ° n LOT 8 INV.=18.55 Z BLOCK 180 °.. (VACANT) ......C.B.S. SINGLE ( 1g. n FAMILY w ,HEADWALL I n • 9 212011qlb�Now WIN INV. 15.31 d RESIDENCE 6� ' C a. °° d Pool O ° (APPROXIMATE TE 6 Q d a �' l :. :. c; d ° "d. d : . ,a° ° F.F.=23.5 ° °:.. d °e '' e. 16' CONCRETE n 1 REMOVE A D REPLACE 21 LF •.. d �1 ° e DRIVE 18" CMP WI H 21 LF 18" ADS p d a I 4 4 °.. °.. °. °. INSTALL M. E.S. PER FDOT °.° °' .a ° ' 4 INDEX 272 0 In d d ° ° .... a'. 6...e4 0 cy) STA O+ 0.01 I 29.59' " CMPREMOVE AND REPLACE T V.=18. 2 EXISTING HEADWALL0�1 l l 0 6 .° � 6' d - X0 35 RE -SOD ALL 30 PROPOSED DISTURBED AREAS FILL 25 ...._....... _�.... EXISTING �•;�.._....._... �y ----- 20 �..� (:_.:-IIII (j-I..._I... i i'I..j_ i� (-......_j_..(-_j y GROUND PROPOSED _ I j_ j y GROUND STABILIZED SUB- GRADE 98 /o COMPACTION 10 0 5 10 15 20 25 30 35 40 = CROSS-SECTION A -A 0 X \ ° CONCRETE PADS RIP -RAP (APPROXIMATE LOCATION) REM OV 58 L.F. 43" x 70" RCP \ f AND RE LACE WITH \ STA 1+30.02 06.48' LT) vn PROPOSED RIP -RAP U \ I CONNECT 18 CMP 56 L.F. IW43" 68" ERC 0 (2) x \ \ STOCKADE FENCE INV. 15.11 SA CUT PAVEMENT AND (STA 1+00 CEN Eh LINE GEORGE ST. HEDGES �� 6' DRAINAGE ROA L x \ \ o top of bank STOCKADE FENCE top of bank x TRA SITION TO EXISTING 9 �0' =STA 1+00 CONTFtQL IN /UTILITY EASEMENT x 6 HEDGES ,OPOSED M.E.S. --- T U PEFDOT�g. ,� v �, 8?rj as 272 0 5'X2.5 f g 6 1 1yf , \ f 1.5' EEP \g / '• X ,r� II I , RIP RAP \ `6 1 rivP13.55 `'FILL; OMPACTAN G EWITH aE` s INV. 15.00 1•, 1� y 1 s TA 0+�'�;t�-% 1� HE ,DWALL x1 ' 1Nv .{4:11+3 :�30 S D ON. TOP OF RITC AREA 9 \ 1+25.47 Tk 1'' k• AREA: 'X4't INV. 15.31 g' 6� / / f X p+50 x h to - i r x "X�o",.C.P. X ; ` ! ' 52 77 ":CMP ��\f00 toeX. y,1 ;5 ° i. �, / �: rh IN 14.0$ " k \. ��L i \ \ �C lt°Q j' \/` ti NT FSL LI A" 6 ' 1 \ vv� 1Al g `x, 01.-- ROPOSE® M.E.S. PER FDDDOT- INDEX 272 F INV.=15. ,HEADWALL -` • 9 212011qlb�Now WIN INV. 15.31 7' 6� ' jl x h to - i r x "X�o",.C.P. X ; ` ! ' 52 77 ":CMP ��\f00 toeX. y,1 ;5 ° i. �, / �: rh IN 14.0$ " k \. ��L i \ \ �C lt°Q j' \/` ti NT FSL LI A" 6 ' 1 \ vv� 1Al g `x, 01.-- ROPOSE® M.E.S. PER FDDDOT- INDEX 272 F INV.=15. INV.= 4.4 y X O 6 N 'IST ' oe s:3 DE GRATE I OPOSED IP -RAP Z � h E �19:7�5� / � \ 1 to �0� FILL, 00 PACT ANb'GRADE WITH x` ° x / / C f' x / SOD ON TOP OF bITCH'AREA-,' � . x S' A 1+25.47 8 g 5 2 r 0 \ 1 0. / ... %INV. 15:00 ; -- 1 9 FD07�JU G IONS - �' .... _... ......._ _.._... _:._'.... .._ _..._.. _ _.... _ _.__.../._ a ........- -- -_ g• PK NAIL FD. N _ .................l._ ............ .... _.....-. _ -.... D �... 1 FD ��I IDEX 200 ,��• g �? ONE � 19' g`L x 1.5 top of x� xLO / 6' DRAINAGE/UTILITY EASEMENT top of bank REMOVE ND DISCARD / A ti, oHE / STA 1 +29.2 (8.10' R- TL_ EXISTI G H ADWALIL x �' cn o DEMO EXISTING g / / CONNECT 18" CMP � , - ° oD _ ASPHALT B. M x MB / / INVti1 .41 ° o d a CONCRETE ON EQUIPMENT PAD ELEV.=20.22 d co 6" �.°. � ELEV= 23.24 � X ��B.S. . SAW CUT PAVEMENT 4" ° CONCOETE A/C .& PUMP PAD REMOV AND REPLACE 21 I ° °° ' d AND TRANSITION TO EXISTING ROAD 18" CI• 18" CM WITH 21 LF 18" ADS INV.=1 .40 INSTAL M.E.S. PER FDOT i I 25.62' : INDEX 21 2 d ° °. _ -ed. v 4 . d° d e 16' CONCRETE ° C. B. S. SINGLE COVERED q' ° dd d A DRIVE 4 ° Q ° CONCRETE PCRCH d ° w I FAMILY . _ ° d I I° pd° I. ° _.° - .. n ..°. - .° .. - a Q 25 20 15 10 a w ... L......... �i.... .. / 43 x7 RSP; / ... ..... .. 7Z --- / f 17,0.65%, 0 i . ADDENDUM N0.1 TICE TO DRAWING HOLDER N = DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DO NOT SCALE THESINTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR DOCUMENTS, THE COIR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER CLARIFICATIONS PRIOIENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO REFERRED TO AS THEON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED THE OWNER FOR USEHIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS ON EXTENSIONS OF WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL DRAWING, WITHOUT 1OOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD IEER FROM ALL CLAIS, DAMAGES, LOSSES AND BE hT THE REUSEWS,-S EES ARISING OUT OF OR RESULTING THEREFROM. EXPENSES, HARMLESS THE ENr"' INCLUDING ATTORNE 1+00 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-8004324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. .... _0---- 5211 x 77" CMP IRRIGATION SYSTEM INTAKE (APPROXIMATE) 1.0' HEADWALL PIPE DITCH AND FILL IN AREA REMOVE AND REPLACE EXISTING SEAWALL STA: 2+51.30 (5.21' LT) O O 60" CMP INV 13.14 LLJ Liz STA: 2+51.30 � INV. 13.14 O-- REMOVE AND DISCARD O 35 L.F. 60" CMP UIREMOVE AND REPLACE - EXISTING SEAWALL STA: 2+51.30 (5.21' RT) _ INSTALL 120 L.F. 52"x77" CMP 1' WITNESS IRRIGATION SYSTEM INTAKE (APPROXIMATE) 1.0' HEADWALL EXISTING CANAL / 0.34%_ , REVISIONS NO. DATEY DESCRIPTION 1. 06-11-09 S RESPONSE TO SJRWMD RAI DATED 05-06-09 2. 08-12-09 L _ M ADDENDUM NO. 1 FROM PRE-BID MEETING DRAWING INFORMATION FILENAME: GEORGE ST. DITCH SCALE: 1"= 10' SURVEYED BY: HSBS DSGN: FTW DATE: 04-17-09 DRWN: MDS DATE: 06-11-09 CHKD: LGM DATE: 06-15-09 QA/QC: FTW DATE: 06-15-09 2+00 COMPACTED FILL 1:10 HORIZONTAL 1:5 VERTICAL Report of Survey: (Ditch) * TYPE OF SURVEY: TOPOGRAPHIC * THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 1717 INDIAN RIVER BLVD. SUITE 101 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN 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. * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 9/30/08 * THE BEARING BASE FOR THIS SURVEY IS: N00'04'45"W, ASSUMED ALONG THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON. (NOTE: GEORGE STREET IS PLATTED AS "LANDSDOWNE DRIVE".) * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF--ANA-YS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LANE, SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' PER FLOOD INSURANCE RATE MAP #12061C0078 E, DATED MAY 4th., 1989 * THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED BENCH CIRCUIT TO A F.I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL 0078, - CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE OVER COLLIER WATERWAY, ELEV.= 25.07) ON-SITE BENCHMARK AS SHOWN. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR `Ch - WOOD UTILITY POLE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE LB - LAND SURVEYING BUSINESS ® - CABLE T.V. BOX (L - CENTERLINE ® - ELECTRIC BOX E/P - EDGE OF PAVEMENT G - WELL B. M. - BENCHMARK ® - WATER METER O - IRON ROD & CAP LB 6905 FD. ® - SEPTIC TANK FD - FOUND - MITERED END SECTION (MES) (P) - PLAT VALUE - DRAINAGE (M) - MEASURED VALUE Ma 1 - MAIL BOX F. F. - FINISH FLOOR OHE - OVERHEAD ELECTRIC CABBAGE PALM - OAK - CITRUS LEGEND SURFACE WATER IMPACT (Area = 0.08 Ac) REMOVE EXISTING CABBAGE PALM ov- PROPOSED SILT FENCE EXISTING PAVEMENT TO BE REMOVED AND REPLACED BY STRUCTURAL CONCRETE CAP (FROM TOP OF PIPE - EXISTING ROAD ELEVATION). ADDENDUM NO. 1 PER PRE-BID MEETING NOTES: EXISTING CANAL 1. NO MITIGATION IS REQUIRED FOR THE IMPACTS TO UPLAND EXCAVATED DITCHES. PLAT OF SURVEY FOR: CITY of A TOPOGRAPHIC SURVEY OF A PORTION 42 &, THE 30' BLOCK EXISTING 60" CMP EXISTING SEAWALL S � SEBASTIAN DRAINAGER IGHLANDS UNITAUTTING0TS 8, AS SHOWN ON THE76' TO BE REMOVED .w PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 13, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. HOME OF PELICAN ISLAND REVISIONS PPERS CCt;RMYYCATEs OFAMHORM27ON. I7171NDL1NRIVERBLVD, -SUITE 101 DAwlFEROBEAC149 31960 Pfl : (771) 794-1213 FAX: (771) 794-1096 L -MAIL :1b6Y05@k&oudnet NO. DATE DESCRIPTION 0�lilliiiiiiiiiI NEEL=SCHAFFER EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS SOLUTIONS YOU CAN BUILD UPON GEORGE STREET DITCH 1201 19th Place, suite A-1 00 vera Beach, SEBASTIAN INDIAN RIVER COUNTY, FLORIDA FI "d 12 ft PH• 772 770-4707 North GRAPHIC SCALE 0 5 10 (IN FEET) 1 inch = 10 ft. TYPE: Topographic PROJECT#' Ditch DATE: 9/30/08 F. a. PG. DRAWN BY., S.A.Ff- CHECKED BY., SCALE: 1"=f0' SHEET.. I of I THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICEPJSED SURVEYOR AND MAPPER NAMED BELOW. BY STUART A. HOUSTON, P.L.S.#4490 WORKING NUMBER: N S.07600.001 99/SHEET NUMBER: wil a " ( ) , C-3 RANK T. WATANABE, P.E. FAX: (772) 770-4640 CA00008556 FL. REG. NO. 66735 -4 - INV. 15.31 d- 6� 1g 1our STA 0+69.77 1.5' DEEP O 6 INV.= 4.4 y X O 6 N 'IST ' oe s:3 DE GRATE I OPOSED IP -RAP Z � h E �19:7�5� / � \ 1 to �0� FILL, 00 PACT ANb'GRADE WITH x` ° x / / C f' x / SOD ON TOP OF bITCH'AREA-,' � . x S' A 1+25.47 8 g 5 2 r 0 \ 1 0. / ... %INV. 15:00 ; -- 1 9 FD07�JU G IONS - �' .... _... ......._ _.._... _:._'.... .._ _..._.. _ _.... _ _.__.../._ a ........- -- -_ g• PK NAIL FD. N _ .................l._ ............ .... _.....-. _ -.... D �... 1 FD ��I IDEX 200 ,��• g �? ONE � 19' g`L x 1.5 top of x� xLO / 6' DRAINAGE/UTILITY EASEMENT top of bank REMOVE ND DISCARD / A ti, oHE / STA 1 +29.2 (8.10' R- TL_ EXISTI G H ADWALIL x �' cn o DEMO EXISTING g / / CONNECT 18" CMP � , - ° oD _ ASPHALT B. M x MB / / INVti1 .41 ° o d a CONCRETE ON EQUIPMENT PAD ELEV.=20.22 d co 6" �.°. � ELEV= 23.24 � X ��B.S. . SAW CUT PAVEMENT 4" ° CONCOETE A/C .& PUMP PAD REMOV AND REPLACE 21 I ° °° ' d AND TRANSITION TO EXISTING ROAD 18" CI• 18" CM WITH 21 LF 18" ADS INV.=1 .40 INSTAL M.E.S. PER FDOT i I 25.62' : INDEX 21 2 d ° °. _ -ed. v 4 . d° d e 16' CONCRETE ° C. B. S. SINGLE COVERED q' ° dd d A DRIVE 4 ° Q ° CONCRETE PCRCH d ° w I FAMILY . _ ° d I I° pd° I. ° _.° - .. n ..°. - .° .. - a Q 25 20 15 10 a w ... L......... �i.... .. / 43 x7 RSP; / ... ..... .. 7Z --- / f 17,0.65%, 0 i . ADDENDUM N0.1 TICE TO DRAWING HOLDER N = DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DO NOT SCALE THESINTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR DOCUMENTS, THE COIR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER CLARIFICATIONS PRIOIENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO REFERRED TO AS THEON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED THE OWNER FOR USEHIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS ON EXTENSIONS OF WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL DRAWING, WITHOUT 1OOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD IEER FROM ALL CLAIS, DAMAGES, LOSSES AND BE hT THE REUSEWS,-S EES ARISING OUT OF OR RESULTING THEREFROM. EXPENSES, HARMLESS THE ENr"' INCLUDING ATTORNE 1+00 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-8004324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. .... _0---- 5211 x 77" CMP IRRIGATION SYSTEM INTAKE (APPROXIMATE) 1.0' HEADWALL PIPE DITCH AND FILL IN AREA REMOVE AND REPLACE EXISTING SEAWALL STA: 2+51.30 (5.21' LT) O O 60" CMP INV 13.14 LLJ Liz STA: 2+51.30 � INV. 13.14 O-- REMOVE AND DISCARD O 35 L.F. 60" CMP UIREMOVE AND REPLACE - EXISTING SEAWALL STA: 2+51.30 (5.21' RT) _ INSTALL 120 L.F. 52"x77" CMP 1' WITNESS IRRIGATION SYSTEM INTAKE (APPROXIMATE) 1.0' HEADWALL EXISTING CANAL / 0.34%_ , REVISIONS NO. DATEY DESCRIPTION 1. 06-11-09 S RESPONSE TO SJRWMD RAI DATED 05-06-09 2. 08-12-09 L _ M ADDENDUM NO. 1 FROM PRE-BID MEETING DRAWING INFORMATION FILENAME: GEORGE ST. DITCH SCALE: 1"= 10' SURVEYED BY: HSBS DSGN: FTW DATE: 04-17-09 DRWN: MDS DATE: 06-11-09 CHKD: LGM DATE: 06-15-09 QA/QC: FTW DATE: 06-15-09 2+00 COMPACTED FILL 1:10 HORIZONTAL 1:5 VERTICAL Report of Survey: (Ditch) * TYPE OF SURVEY: TOPOGRAPHIC * THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 1717 INDIAN RIVER BLVD. SUITE 101 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN 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. * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 9/30/08 * THE BEARING BASE FOR THIS SURVEY IS: N00'04'45"W, ASSUMED ALONG THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON. (NOTE: GEORGE STREET IS PLATTED AS "LANDSDOWNE DRIVE".) * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF--ANA-YS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LANE, SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' PER FLOOD INSURANCE RATE MAP #12061C0078 E, DATED MAY 4th., 1989 * THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED BENCH CIRCUIT TO A F.I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL 0078, - CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE OVER COLLIER WATERWAY, ELEV.= 25.07) ON-SITE BENCHMARK AS SHOWN. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR `Ch - WOOD UTILITY POLE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE LB - LAND SURVEYING BUSINESS ® - CABLE T.V. BOX (L - CENTERLINE ® - ELECTRIC BOX E/P - EDGE OF PAVEMENT G - WELL B. M. - BENCHMARK ® - WATER METER O - IRON ROD & CAP LB 6905 FD. ® - SEPTIC TANK FD - FOUND - MITERED END SECTION (MES) (P) - PLAT VALUE - DRAINAGE (M) - MEASURED VALUE Ma 1 - MAIL BOX F. F. - FINISH FLOOR OHE - OVERHEAD ELECTRIC CABBAGE PALM - OAK - CITRUS LEGEND SURFACE WATER IMPACT (Area = 0.08 Ac) REMOVE EXISTING CABBAGE PALM ov- PROPOSED SILT FENCE EXISTING PAVEMENT TO BE REMOVED AND REPLACED BY STRUCTURAL CONCRETE CAP (FROM TOP OF PIPE - EXISTING ROAD ELEVATION). ADDENDUM NO. 1 PER PRE-BID MEETING NOTES: EXISTING CANAL 1. NO MITIGATION IS REQUIRED FOR THE IMPACTS TO UPLAND EXCAVATED DITCHES. PLAT OF SURVEY FOR: CITY of A TOPOGRAPHIC SURVEY OF A PORTION 42 &, THE 30' BLOCK EXISTING 60" CMP EXISTING SEAWALL S � SEBASTIAN DRAINAGER IGHLANDS UNITAUTTING0TS 8, AS SHOWN ON THE76' TO BE REMOVED .w PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 13, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. HOME OF PELICAN ISLAND REVISIONS PPERS CCt;RMYYCATEs OFAMHORM27ON. I7171NDL1NRIVERBLVD, -SUITE 101 DAwlFEROBEAC149 31960 Pfl : (771) 794-1213 FAX: (771) 794-1096 L -MAIL :1b6Y05@k&oudnet NO. DATE DESCRIPTION 0�lilliiiiiiiiiI NEEL=SCHAFFER EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS SOLUTIONS YOU CAN BUILD UPON GEORGE STREET DITCH 1201 19th Place, suite A-1 00 vera Beach, SEBASTIAN INDIAN RIVER COUNTY, FLORIDA FI "d 12 ft PH• 772 770-4707 North GRAPHIC SCALE 0 5 10 (IN FEET) 1 inch = 10 ft. TYPE: Topographic PROJECT#' Ditch DATE: 9/30/08 F. a. PG. DRAWN BY., S.A.Ff- CHECKED BY., SCALE: 1"=f0' SHEET.. I of I THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICEPJSED SURVEYOR AND MAPPER NAMED BELOW. BY STUART A. HOUSTON, P.L.S.#4490 WORKING NUMBER: N S.07600.001 99/SHEET NUMBER: wil a " ( ) , C-3 RANK T. WATANABE, P.E. FAX: (772) 770-4640 CA00008556 FL. REG. NO. 66735