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Home My WebLink AboutCRA-R-25-0024 Composite Exhibit BA 2 4 SB-2021-30427 MDWASD AGREEMENT #30427 INDEX OF SHEETS SHEET 7-3: SEWER -AS- BUILT COVER SHEET 2-3: SEWER -AS -BUILT PLAN VIEW SHEET 3-3 SEWER -AS -BUILT PROFILE LEGAL DESCRIPTION: LOT 76 AND THE NORTH 35 FEET OF LOT 15, BLOCK 2, OF BALDWIN AND OXAR'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK A, PAGE 57, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LESS AND EXCEPT: CITIZENS BANK SEWER AS -BUILT 1367 N MIAMI AVENUE CITY OF MIAMI-DADE COUNTY, FLORIDA SCALE: 1" = 300' BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 16, THENCE ALONG THE NORTH LINE OF SAID BLOCK 2, NORTH 87'36'55" EAST, 22,77 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE SOUTHEAST (A RADIAL THROUGH SAID POINT BEARS SOUTH 02'2355" EAST) HAVING A RADIUS OF 15.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90`00'00" AND AN ARC DISTANCE OF 25,56 FEET TO A POINT OF TANGENCY,' THENCE SOUTH 02°23'05" EAST, 56.60 FEET TO THE SOUTH LINE OF SAID LOT 16; THENCE ALONG THE SOUTH LINE OF SAID LOT 76, NORTH 87436'55" EAST, 2,33 FEET: THENCE SOUTH 02°23'05" EAST, 35.00 FEET: THENCE ALONG THE SOUTH LINE OF THE NORTH 35,00 FEET OF SAID LOT 15, SOUTH 87436'55" WEST, 10.00 FEET TO THE WEST LINE OF SAID BLOCK 2; THENCE ALONG THE WEST LINE OF SAID BLOCK 2, NORTH 02°23'E5" WEST, 105.30 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF MIAMI, MIAMI-DADE COUNTY FLORIDA AND CONTAINING 913 SOUARE FEET, MORE OR LESS SURVEYOR'S NOTES' 7. THIS IS NOT A BOUNDARY SURVEY. 2, NOT VALID WITHOUT THE SIGNATURE AND AN ENCRYPTED DIGITAL SIGNATURE OF A FLORIDA L AS -BUILT LOCATION LOCATION MAP SECTION 36, TOWNSHIP 53 S, RANGE 41 E FOLIO No. 01-3136-009-0220 MIAMI-DADE WATER AND SEWER DEPARTMENT 0 APPROVED ▪ rrsEAOZBJECT TO NOTATIONS O CORRECTIONS ▪ CAOrgOVED EDTIotiVI EAS INDICATED BY NOTATIONS SUBMIT - SURVEY LVA Abelelre cENStU SUHVOR WANUTIvAFFE 3, THE AS -BUILT DATA SHOWN WAS SUPPLEMENTED WITH DATA PROVIDED BY UTILIZATION OF GROUND PENETRATING RADAR (CPR). THE OFR DATA WAS CALIBRATED AGAINST TEST HOLE DATA TAKEN ON EXISTING UTILITIES. 4, IT IS A VIOLATION OF RULE 5✓-77 OF THE FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE EXPRESS PR/OR WRITTEN CONSENT OF THE SURVEYOR, ADDITIONS AND/OR DELETIONS MADE TO THE .FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID, 5. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). SAID ELEVATIONS ARE BASED ON A U.S. COAST & GEODETIC SURVEY BRASS DISK SET VERTICALLY 1,2 FEET SOUTH OF THE NW CORNER OF THE WEST WALL OF AN OLD WAREHOUSE BUILDING, LOCATED 37 FEET SOUTH OF THE CENTERLINE OF NW 14TH STREET AND 33 FEET EAST OF THE MOST EASTERLY RAIL AT NW 7ST AVENUE STAMPED '"A-243'; ELEVATION = 16.40 FEET (NGVD29) AND 'iV-6E5-R" A PKNAIL AND ALUMINUM WASHER /N A CONCRETE CATCH BASIN, LOCATED 737 FEET SOUTH OF THE CENTERLINE OF NE 77 TERRACE AND 64 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY #1 (BISCAYNE BOULEVARD), ELEVATION = 4.45 FEET (NGVD29). CLOSURE _ .034 (05' SORT(DISTANCE IN MILES) = 0.042' 6, THE INTENDED DISPLAY SCALE OF THIS SURVEY IS 7" = 10' OR SMALLER, 7. THE HORIZONTAL ACCURACY OBTAINED ON THIS TOPOGRAPHIC SURVEY DOES NOT EXCEED AN ERROR OF 7 FOOT IN 7,500 FEET, A COMMONLY ACCEPTED VALUE FOR SUBURBAN AREAS. E. THE HORIZONTAL DATUM FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 79E5 WITH THE NATIONAL SPAT/AL REFERENCE SYSTEM 2011 ADJUSTMENT APPLIED (83/NERS2011), TRANSVERSE MERCATOR, FLORIDA EAST ZONE. MIAMI-DADE COUNTY PUBLIC WORKS DEPT. BENCHMARKS USED BENCH MARK DESCRIPTION & LOCATION ELEV. SET MAGND LB 6e60 IN GONG SIDEWALK STA.=l.ae (11:9 OFF .=1ser/Ln SET MAOND LB 6e60 IN GONG SIDEWALK erA.=3=15 (11:9 OFF .=cs v'/LT/ ELEVATION AS SHOWN HEREON REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 wevD lezv/. ES30427D00A-1 F-13 LEGEND ---- ---- Exist. Water Main Exist. Storm Sewer -pT- Center Line @ Base Line --i'Center Line and Base Line 9' Monument Line -£- Section Line ----,erwRight of Way Line Easement Line Inaccessible Right -of -Way Property Line Edge of Pavement Exist. Telephone Exist. Electric Underground Exist. Cable Underground Exist. Traffic Loop Exist. Over Head Wire x-e-s- Exist. Chain Link Fence -- o---b Exist. Wood Fence ro- Exist. Concrete Fence Exist. Iron Fence Exist. Guardrail Exist. Guy Wire Anchor L`} Exist. Street Light Pole ®❑> Exist. Utility Canc. Pole DID Exist. Utility Pale Exist. Traffic Light Pole Exist. Pedestrian Crossing Light Exist. Electrical Box Exist. Street Light Box Exist. Telephone Box Exist. Traffic Signal Box Exist. Cable N Box Exist. Catch Basin Exist. Electric MH Exist. Storm MH Exist. Sanitary MH Exist. Telephone MH Exist. Water MH Exist. Fire Hydrant Exist. Valve W/ Valve Elev. Benchmark Exist. Sign Exist. Water Meter Exist. Tree Exist. Rolm Exist. Clean Out STA IH IBM T.O.N. TWIT TYP. U.E. U.P. WM WV ASPH. BM BM CB CLF CMA DIP Exist. Ballard Exist. Cos Valve f H-1111fLIFILL ABANDONED IN PLACE THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 5J-17-062, F.A.C. THIS ITEM HAS BEEN DIGITALLY SIGNED. PRINTED COPIES OF THIS DOCUMENTS ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES STATE PLANE COORDINATES GLOBAL POSITION/NG n+s (cDEA MEASUREMENTS WERE CONDUCTED /N ,E FIELD To ACOLTDC CDOao/NITS VALDES BASED ON THE FOLLOWING 804,061TAL CONTROL ST A GOAT BBSWING ACETIC, AAT STATE/COUNT, ROANnAMA -oADE CO SURVEY EOM aT 100 REFERENCESTATION DESC,PTION: MARKER SET IN A MASSIVE STROCTURE ANTENNA POING LOCATED M DE TENN, COWL, BOILDING INSIDE FLAMINGO PARK /N MIAMI-6466 COLIN, FLGAIDA, ELEV E/P ESTS (Party Chief) FB FOOT FH END. HOPE LT (M) MHD MHS O.R.B. 0/S PVC PG. P.B. P.O.B. P.O.C. P.C.C. P.C. P. RC. PSM T. (R)OR(P) RCP REF RGE RP RT R/W SV SEC. SIR/C SN/D SWK ABBREVIATIONS Arc Length Asphalt Base Line Bench Mork Bench Mork Collected by CPR Catch Basin Center Line Chain Link Fence City of Miami Atlas Sheet Corrugated Metal Pipe Delta (Central Angle) East Elevation Edge of Pavement Field Book Florida Dept. of Transportation Fire Hydrant Found High Density Polyethylene Pipe Left Measured Manhole Storm Drainage Structure Manhole Sanitary Sewer Structure Miami -Dade Official Record Book Monument Line North Offset Polyvinyl Chloride Pipe Page Plat Book Point of Beginning Point of Commencement Point of Compounded Curve Point of Curve Point of Intersection Point of Reverse Curve Professional Surveyor And Mapper Point of Tangency Property Line Radius Recorded or Plat Reinforced Concrete Pipe Reference Range Reference Point Right Right of Way Sanitary Valve Section Section Line Set Iron Rod With Cap LB #7924 Set Nall & Disc LB #7024 Sidewalk South Station Tangent Test Hole Temporary Benchmark Top Of Nut Township Typical Utility Easement Utility Pole Water Meter Water Valve West WF Wood Fence SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY: THAT THIS WATER AS -BUILT SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER MY DIRECTION, AND MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA "STANDARDS OF PRACTICE" SEI FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17,050 THROUGH 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES KEITH & ASSOCIATES, INC. DONALD A. SPICER PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4677 STATE OF FLORIDA (FOR THE FIRM) 1KEITH 301 East Atlant, Blvd. Pompano Beach, FL 33060 PH'. (954) 788-3400 REVISIONS No DESCRIPTION DATE REVISION ia06/24 REVISION 02/04/25 REVISION 03/14/25 4 REVISION 03/24/25 REVISION 03/31/25 DATE 03/192025 DRAWN BY RC CHECKED BY'. DS FIELD BOOK N/A MASS CONSTRUCTION SHEET TITLE SEWER AS -BUILT COVER SHEET NUMBER 1 OF 3 PROJECT NUMBER 10499.01 2 4 2 4 CITIZENS BANK SEWER AS -BUILT 1367 N MIAMI AVENUE CITY OF MIAMI-DADE COUNTY, FLORIDA P.I. BEGINNING STA: 0+00.00 N.E. 14TH STREET = END STA: 4+55.72 N. MIAMI AVENUE N: 529550.1504 E: 921334.9869 TH1 N=529481 31 E=92135290 STA: 3+8615' OFF: 15.03'(RT) TH2 N=529481 62 E=92135554 STA: 3+8634' OFF: 17.72'(RT) C1 N=52948535 E=92136251 STA: 3+89 83' OFF: 24.87'(RT) C2 N=52948341 E=921357 85 STA: 3+88 09' OFF. 26.06'(RT) C3 N=529480 66 E=921349 81 STA: 3+8568' OFF: 1192'(RT) C4 N=529480 65 E=92134951 STA: 3+8567' OFF: 11.88'(RT) L RAN CONC. WALK R/W R/W --4 4HT N.E. 14th STREET I t 9-WAVELECILL NOTE. C= COLLECTED BY GPR TH= TEST HOLE EXIST. 8" T C. SAN. SEWER (ES3781-1) 6"-45° BEND ELEV. = 7.80' — N=52948424' E=92133853' NORTH MIAMI AVENUE STA.=3+89.73 OFF.=0.80'(LT) 3 96 LF 6" PVC SAN. LATERAL 146% SLOPE WYE OF PVC (C900) SAN. CONNECTION POINT OF CONNECTION TOP ELEV. = 3 34' INVERT ELEV=267' N=529,477.18' E=921,33900 NORTH MIAMI AVENUE STA.=3+8755 OFF. =1 35' (LT) 2� 2994 LF 6" PVC (C-900) SAN. LATERAL 4%SLOPE CUT AND CAP EXIST 6' T.0 SAN. LATERAL AT MAIN STA .=3+8251 OFF = 050' N 5294334787 E 921340 0086 CUT AND CAP EXIST 6" T C. SAN. LATERAL AT MAIN STA. = 3+389 OFF =016 N 529433 4787 E 921340.0086 CP 2 N=529408 8350 E=9213146010 ELEV=1017' STA: 3+1540' OFF: 2623' (LT) 1,E) sr HER --- 12" D I P. WM(E921955J 6"CAST IRON PIPE WATER MAIN ° 36' 64.68"E ORIGINAL PLATTED LOT LINE LOCATION (LOT 16) I_..{� 32.2' RAN PER CITY OF MIAMI WAIVER OF RNV DEDICATION BLDG PERMIT APP: BD20009607001 4)- ABANDONED IN PLACE 35 .P 1 ABANDONED IN PLACE 35 Lil ORIGINAL PLATTED LOT LINE N I w LOCATION (LOT 15 /W W a H 25.0' 3.7' 0 coi 89.65' 0 PI N E. 14TH STREET & N.E. MIAMI CT. STA = 0+89 65 0/S= 0 00' N. 529553 8806 E 921424 5547 Tr- N GRAPHIC SCALE 0 10 20 R/W - CP1 N = 529576 1470 E=9214823680 URB & GUTTER ELEV=1356' 0 STA. =1+4840' -- -- M---- OFF .=1987'(LT) 1I3 N 1+50 4-INCH STEEL GAS 35.7' MAIN �� o I N N 9 • -IBC 12"+GONG N =9 WAY ELECT. DUCT BANK _ � ---I- t UT - 55'- 1 _ — a tt O y4y• R/W RIGHT OF WAY DEED DEDICATION (0.R.B. 33377; PG. 4934) 6" PVC (C900) CO. INV. ELEV. = 9 00' PRIVATE N=529,48549 E=921 36538 OPERTV STA.=3+89.86' OFF. = 27 68' (RT) PRIVATE ROPERTY 84.3' 86.7' 1 STY. C.B.S. BLDG. 2,952 SQUARE FEET F.F.E =12.52' 15 86.7' W S87°36'55"W 100.00' 15 OWNER: ATID INC FOLIO NO.: 01-3136-009-0200 N. MIAMI AVENUE & N.E. 13TH STREET INTERSECTION BEGINNING 0+00.00 90N.E. 13th STREET N-529094.8400 BLuo E:921353.9499 NORTH LINE OF LOT 14 fSOUTH LINE OF LOT 15 t PLAS TIC CORRUGATE \PLASTIC PIPE STORM SEWER LINE ELECTRIC LINE F O CLINE OWNER: CORAL RITZ RESIDENCES LLC FOLIO NO.: 01-3136-009-0070 5- 2.4 SCALE 1,10' ES30427D00A-2 F-13 SB-2021-30427 MDWASD AGREEMENT #30427 1KEITH 301 East Atlantic Blvd. Pompano Beach, FL 33060 PH'. (954) 788-3400 REVISIONS N0 DESCRIPTION DATE REVISION 12/06/24 2 REVISION 02/04/25 REVISION 03/14/25 4 REVISION 03/24/25 REVISION 03/31/25 DATE. 03/192025 DRAWN BY RC CHECKED BY'. DS FIELD BOOK N/A MASS CONSTRUCTION SHEET TITLE SEWER AS —BUILT PLAN VIEW SHEET NUMBER 2 OF PROJECT NUMBER 10499.01 2 4 Network: 19jul 2023 11:41.13 a. m. EDT Local: 19 jul 2023 11:41:13 a. m. EDT 25'47'17.22"N -80°J 1'38.76' W 1352 North Miami Avenue Miami -Dade County,' Florida Altitude-26.6m Velocidad:0.2km/h TEST HOLE INVENTORY CITIZENS BANK SEWER AS -BUILT 1367 N MIAMI AVENUE CITY OF MIAMI-DADE COUNTY, FLORIDA 12 10 8 6 4 2 0 GRADE ELEV. = 12.20' NORTH MIAMI AVENUE PUBLIC PRIVATE ► WW I PROPERTY R/W 1210E 12.15 12.18' I 6 YYY TOP ELEV = 16.66E GAS MAIN NSIDE TOP ELEV = 10.36' CUT AND /- CAP T 45° BEND P. ELEV.BEND V � 26.85 POINT OF CONNECTION ELEV. = 3.34' 8" T C. SAN. SEWER MAN T 0 PELEV .=334' 1 2.5'-- L— 28.85' ` `\ INVERT ELEV. 267' SEWER LATERAL PROFILE Test Hole No. Marked ByNorthing Easting Utility Size (Inches) Material Direction Cross Section View Grade Elevation Depth(/ee Utility Elevation 1 N/D 529481.31 921352.90 GM 6' STL 0 12.08 1.70 10.36 2 N/D 529481.62 921355.54 GM 4' HDPE 1 0 11.99 3.10 8.89 2 12.41' 12 4" GAS MAIN INV. ELEV. = 8.89' 10 6" SAN. SEWER PVC C O, INV. ELEV. 9.0' 8 4" FIBER OPTIC CABLE TOP. ELEV = 9.30' 6 90° BEND 27' LF 6" PVC SAN. SEWER LATERAL 212% SLOPE NV. ELEV. = 7.30' 4 96 LF 6" PVC SAN. SEWER LATERAL 5.61%SLOPE 2 0 4 0 2 SCALE 1,1' VERTICAL 0 10 20 SCALE. 1,10' HORIZONTAL ES30427D00A-2 F-13 S B-2021-30427 MDWASD AGREEMENT #30427 5 1KEITH 301 East Atlantic Blvd. Pompano Beach, FL 33060 PH'. (954) 788-3400 REVISIONS N0 DESCRIPTION DATE REVISION 12/06/24 REVISION 02/04/25 REVISION 03/14/25 4 REVISION 03/24/25 REVISION 03/31/25 DATE. 03/192025 DRAWN BY RC CHECKED BY'. D S. FIELD BOOK N/A MASS CONSTRUCTION SHEET TITLE SEWER AS -BUILT PROFILE SHEET NUMBER 3 OF PROJECT NUMBER 10499.01 A 2 4 WB-2021-30427 MDWASD AGREEMENT #30427 INDEX OF SHEETS SHEET 7-3: WATER -AS -BUILT COVER SHEET 2-57 WATER -AS -BUILT PLAN VIEW SHEET 3-3 WATER -AS -BUILT PROFILE LEGAL DESCRIPTION SCALE: 1" = 300' LOT 76 AND THE NORTH 35 FEET OF LOT 15, BLOCK 2, OF BALDWIN AND OXAR'S SUBDIVISION, ACCORDING 70 THE PLAT THEREOF, RECORDED IN PLAT BOOK A. PAGE 57, OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, FLORIDA. LESS AND EXCEPT: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 16, THENCE ALONG THE NORTH L/NE OF SAID BLOCK 2, NORTH 8735'55" EAST, 22.17 FEET 70 A POINT OF CUSP WITH A CURVE CONCAVE 70 THE SOUTHEAST (A RADIAL THROUGH SAID POINT BEARS SOUTH 02'23'05" EAST) HAVING A RADIUS OF 7500 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AND AN ARC DISTANCE OF 23,56 FEET 70 A POINT OF TANGENCY, THENCE SOUTH 02°23'05" EAST, 56,30 FEET 70 THE SOUTH LINE OF SAID LOT 16; THENCE ALONG THE SOUTH LINE OF SAID LOT 16, NORTH 87'36'55" EAST, 2.33 FEET,- THENCE SOUTH 02°23'05" EAST, 35.00 FEET,- THENCE ALONG THE SOUTH LINE OF THE NORTH 35.00 FEET OF SAID LOT 75, SOUTH 87°36'55" WEST, 10,00 FEET TO THE WEST LINE OF SAID BLOCK 2; THENCE ALONG THE WEST L/NE OF SAID BLOCK 2, NORTH 02'23'05" WEST, 706.80 FEET 70 THE POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF MIAMI, MIAMI-DADE COUNTY FLORIDA AND CONTAINING 973 SOUARE FEET, MORE OR LESS. SURVEYOR'S NOTES CITIZENS BANK WATER AS -BUILT 1367 N MIAMI AVENUE CITY OF MIAMI-DADE COUNTY, FLORIDA AS-BU LT LOCATION LOCATION MAP SECTION 36, TOWNSHIP 53 S, RANGE 41 E FOLIO No. 01-3136-009-0220 7. THIS IS NOT A BOUNDARY SURVEY. 2. NOT VALID WITHOUT THE SIGNATURE AND AN ENCRYPTED DIGITAL SIGNATURE OF A FLORIDA LICEN 3. MIAMI-DADE WATER AND SEWER DEPARTMENT Date: 5 PCTS No: 0 APPROVED AppRgVELAISSECT TO NOTATIONS AND CORRECTIONS °ND�ORRECrIO47,:r.CIMrINN=NOrA,N`re" Cheokod' SURVEY Reviewed: A Abeleira ED SURVEYOR ANDMAPPER. THE AS -BUILT DATA SHOWN WAS SUPPLEMENTED WITH DATA PROVIDED BY UTILIZATION OF GROUND PENETRATING RADAR (GPR. THE GPR DATA WAS CALIBRATED AGAINST TEST HOLE DATA TAKEN ON EXISTING UTILITIES 4. IT, 15 A VIOLATION OF RULE 5J- 17 OF THE FLORIDA ADMINISTRATIVE CODE 70 ALTER THIS SURVEY W/7HOU7 THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE 70 THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID, 5. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGV029). SAID ELEVATIONS ARE BASED ON A U.S. COAST & GEODETIC SURVEY BRASS DISK SET VERTICALLY, 1,2 FEET SOUTH OF THE NW CORNER OF THE WEST WALL OF AN OLD WAREHOUSE BUILD/NC, LOCATED 37 FEET SOUTH OF THE CENTERLINE OF NW 747H STREET AND 33 FEET EAST OF THE MOST EASTERLY RAIL AT NW 1ST AVENUE STAMPED 'FI-243': ELEVATION = 76.40 FEET (NGV029) AND 'N-685-R A PKNAIL AND ALUMINUM WASHER IN A CONCRETE CATCH BASIN, LOCATED 137 FEET SOUTH OF THE CENTERLINE OF NE 77 TERRACE AND 64 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY ff7 (BISCAYNE BOULEVARD), ELEVATION = 4.45 FEET (NGV029). CLOSURE _ .034' (.05' SORT(DISTANCE IN MILES) = 0,042' 6. THE INTENDED DISPLAY SCALE OF THIS SURVEY 15 7" = 70' OR SMALLER 7. THE HORIZONTAL ACCURACY OBTAINED ON THIS TOPOGRAPHIC SURVEY DOES NOT EXCEED AN ERROR OF 7 FOOT /N 7,500 FEET, A COMMONLY ACCEPTED VALUE FOR SUBURBAN AREAS. S. THE HORIZONTAL DATUM FOR THIS SURVEY /S THE NORTH AMERICAN DATUM OF 7983 WITH THE NATIONAL SPAT/AL REFERENCE SYSTEM 2077 ADJUSTMENT APPLIED (83/NSR52077), TRANSVERSE MERCATOR, FLOR/DA EAST ZONE, MIAMI-DADE COUNTY PUBLIC WORKS DEPT. BENCHMARKS USED BENCH MARK DESCRIPTION & LOCATION ELEV. SET MAOND LB 6e60w CONC SIDEWALK STA.=1,4e 40OFF .=/sertLT/ SET MAOND LB 6e60 w CONC SIDEWALK STA.=2.ea/s OFF .=2av'tLn ELEVATION AS SHOWN HEREON REFER TO THE NATIONAL GEODETIC VERTICAL DATUM or 1e29/NevD 1929/. E30427D00A-1 F-13 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 51-17-062, F.A.C. THIS ITEM HAS BEEN DIGITALLY SIGNED. PRINTED COPES DF THIS DOCUMENTS ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE PLANE COORDINATES CLOS, POSITIONING SYSTEMS (c. v. S.) MEASUREMENTS WERE CONDUCTED IN THE FIELD To ArolnRE COGROW TE VALUES. BASED THE FOLLOWING HORIZONTAL CON,OL STA,01, ESTASLISHING AGENCY: NA TIONAL GEODETIC SURVEY ATEoDNT E Tr IOAA,AMI-DADS COON / nov ei 12010 MASSIVESTATION DESCRI,ION: MARKER SET IN A STRUCTURE,4 ANTENNA REFERENCE MT. LOCATED IN THE TENNIS COMPLEX 11,10C FLAMINGO PARK IN MIAMI-DADE COUNTY. FLORIDA. LEGEND ----w Exist. Water Main Exist. Storm Sewer - �g - Center Line Base Line - t'SW-- Center Line and Base Line -,M- Monument Line -[- Section Line ----ww/ Right of Way Line Easement Line Inaccessible Right -of -Way Perty Line Edge of Pavement Exist. Telephone Exist. Electric Underground Exist. Coble Underground Exist. Traffic Loop Exist. Over Head Wire Exist. Chain Link Fence —6—P—P— Exist. Wood Fence p— Exist. Concrete Fence Exist. Iron Fence Exist. Guardrail Exist. Guy Wire Anchor Exist. Street Light Pole claw Exist. Utility Conc. Pole �QC Exist. Utility Pole Exist. Traffic Light Pole 4 Exist. Pedestrian Crossing Light ▪ Exist. Eleelricol Box ❑ Exist. Street Light Box Exist. Telephone Box Exist, Troifio Signal Box Exist. Cable TV Box Exist. Catch Basin Exist. Electric MH Exist. Storm MH Exist. Sanitary MH Exist. Telephone MH Exist. Water MH Exist. Fire Hydrant Exist. Valve Wj valve Elev. Benchmark Exist. Sign Exist. Water Meter Exist. Tree Exist. Palm Exist, Clean out Exist. Bollard Exist. Gos Valve +/H-l-H{{lrWh' ABANDONED IN PLACE ASPH. BM BM CB CLF CMA CMP D ABBREVIATIONS Arc Length Asphalt Base Line Bench Mark Bench Mark Collected by CPR Catch Basin Center Line Choin Link Fence City of Miami Atlas Sheet Corrugated Metal Pipe Delta (Cenirol Angle) East ELEV. Elevation E/P Edge of Pavement ESTS (Party Chief) FB Field Book FOOT FH END, HOPE LT (M] MHD MHS OR B. 0/S PVC PG P.B. P.O B. P.O.C. P.C.C. P.C. P.I. P.R.C. PSM P.T. (R)OR(P) RCP REF RGE RP RT R/W SV SEC. SIR/C SN/D SWK STA TH TBM T.D.N. TWP TYP. U.E. U.P. WM WV WF Florida Dept. of Transportation Fire Hydrant Found High Density Polyethylene Pipe Left Measured Manhole Storm Drainage Structure Manhole Sanitary Sewer Structure Miami -Dade Offieiol Record Book Monument Line North Offset Polyvinyl chloride Pipe Pose Plat Book Point of Beginning Point of Commencement Point of Compounded Curve Point of Curve Point of Intersection Point of Reverse Curve Professional Surveyor And Mapper Point of Tangency Property Line Rodlus Recorded or Pat Reinforced Concrete Pipe Reference Range Reference Point Right Right of Way Sanitary Valve Section Section Line Set Iran. Rad With Cap LB W7924 Set No & Disc LB W7924 Sdewolk South Station Tangent Test Hole Temparory Benchmark Top of Nut Township Typical Utility Easement Utility Pole Water Meter Water Valve West Woad Fence SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY: THAT THIS WATER AS -BUILT SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER MY DIRECTION, AND MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA "STANDARDS OF PRACTICE" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5.l-17.050 THROUGH 51-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES KEITH & ASSOCIATES, INC. DONALD A. SPICER PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4677 STATE OF FLORIDA (FOR THE FIRM) 1KEITH 301 East Atlantic Blvd. Pompano Beach, FL 33060 PH'. (954) 788-3400 REVISIONS N0 DESCRIPTION DATE REVISION 12/06/24 REVISION 02/04/25 REVISION 03/14/25 4 REVISION 03/24/25 REVISION 03/31/25 DATE 03/192025 DRAWN BY RC CHECKED BY'. DS FIELD BOOK N/A MASS CONSTRUCTION SHEET TITLE WATER AS -BUILT COVER SHEET NUMBER 1 OF 3 PROJECT NUMBER 10499.01 2 4 A 2 4 CITIZENS BANK WATER AS -BUILT 1367 N MIAMI AVENUE CITY OF MIAMI-DADE COUNTY, FLORIDA P.I. BEGINNING STA: 0+00.00 N.E. 14TH STREET = END STA: 4+55.72 N. MIAMI AVENUE N: 529550.1504 -.- E:921334.9869 R/WR/w CONC. WALK DRAINAGE MAINTENANCE ACCESS STRUCTURE RIM ELEV. = 12.24' INV.=8.15' (S) 18" CPF INV.-7.15' (E) 18" CPP BOTTOM=6.04' RN,/ GAS MAIN -- L- -------———— —�-y*— — 12" GV N.E. 14th STREET 9-WAY ELECT. DUCT BANK = — — — -- r PI. BEGINNING STA' 0+0000 INTERSECTION OF N E. 14TH STREET= END STA. 4+55 )2 N. MIAMI AVENUE N. 529550. 1504 E. 921334 9869 CP2 N = 529408 8350 E = 921314 6010 ELEV =1017' STA: 3+15 40' OFF: 2623'(LT) N87° 36' 4.68"E _ - 20' n � 20' T ORIGINAL PLATTED LOT LINE LOCATION (LOT 16) a RN,/ PER CITY OF MIAMI WAIVER OF R/W DEDICATION BLDG PERMIT APP: BD20009607001 I 5'I 4 32'I 000 35 ^NJJ 51 25' N.E. 13th STREET ORIGINAL PLATTED LOT LINE LOCATION (LOT 16) CURB & GUTTER 12" D.I.P. WM (E921955 POINT OF CONNECTION - 12"X4" DIP. TAPPING SLEEVE TOP ELEV =947' N = 529 56832' E=921,44684' STA: 1+1252' OFF: 13 78' (LT) I EXIST. W. METER REMOVED & CUT AND CAP WATER SERVICE ABANDONED IN PLACE N= 529568 5199 E=9214519178 CP1 N = 529576 1470 E = 921482 3680 ELEV =1356' STA.=1+4840' OFF. =19 87' (LT) R/W N GRAPHIC SCALE 0 0 20 \WI\ Icy ITZ �7a — GATE VALVE N = 529567 23' CAST IRON PIPE Ad E=92144691' LI WATER MAIN 'L - STA: 1+1254',- TH-6 OFF =1240' I q++50- ii5p,1;2 89.6 1+0� 13.8 PAVEMENT I _ _ _ _ P.I. 22 LF 4" DIP N E 14TH STREET&N E. MIAMI CT. WATER SERVICE STA .=0+89.65Ci_ --TH-3 _ 0/S=000' C N. 529553 8806 E 921424 5547 _ _ ------ - - 9-WAY ELECT. DUCT BANK RNV - E0 t 2"BACKFLOW PREVENTER 9992 bAUK PREVENTERS ARE IN THE BUILDING) RIGHT OF WAY DEED DEDICATION (O.R.B. 33377; PG. 4934) PRIVATE PROPERTY PRIVATE ROPERTY 16 4'X4'WM VAULT N = 529,532 82 E=921,44319 STA. =1+7 39' OFF.=21.78' (RT 4"X4" - TEE TOP ELEV. =11 01' N = 52953310' E = 92144650' STA .=1+1056' OFF .= 21.78'(RT) 1 STY. C.B.S. BLDG. 2,952 SQUARE FEET F.F.E.=12.52' TH-4 TH-5 TOP=947' RB & GUTTER N=5295568524' E = 9214479068' STA .=1+13.17' _ OFF. = 2' (LT) 4"-45°VERTICAL BEND TOP=9 05' — N = 529552. 8945' E = 921448 2708' 9-,1-950 =1+1330 EXISTING WATER OFF .=197'(RT) METER AND BOX ABANDONED w -9 REMOVED IN PLACE 4MINCHAIN STEEL GAS f 12"+GONG — -61_4RB$SL-FiFf TOP ELEV. =11 01' N = 52953343' E = 921450 07' STA .=1+1499' OFF. =21 48' (RT 4,90° BEND GATE VALVE N = 529534 20' E=921446.71' STA: 1+1096' OFF: 2276' GATE VALVE N = 29532 11 N = 21446 856 STA: 1+11 02 OFF: 24 63' 1.9' S87°36'55"W 100.00' OWNER: ATID INC 15 - FOLIO NO.: NORTH LINE OF LOT 14 01-3136-009-0200 SOUTH LINE OF LOT 15 2.4' WALK 18" CORRUGATE PLASTIC PIPE STORM SEWER LINE ELECTRIC LINE FO CLINE SCALE 1,10' TH6 N=529566 75 E=921447 21 STA: 1+1273' OFF: 991'(LT TH3 N52954457 E=921447 46 STA =1+12.14' OFF: 1025'(RT TH4 N=529538 84 E921447 85 STA: 1+1231' OFF: 1599'(RT TH5 N=52953618 E=92144854 STA: 1+12.87' OFF: 1808'(RT C-1 N=529535 06 E=921450 05 STA: 1+1433' OFF. 19 86(RT C-2 N=529533 07 E=92145012 STA: 1+1433' OFF: 21 85'(RT C3 (45° VERTICAL BEND) N=529543 39 E=92144915 STA: 1+13 78' OFF :1150'(RT NOTE. C= COLLECTED BY GPR TH= TEST HOLE E30427D00A-2 F-13 WB-2021-30427 MDWASD AGREEMENT #30427 1KEITH 301 East Atlant, Blvd. Pompano Beach, FL 33060 PH'. (954) 788-3400 REVISIONS N0 DESCRIPTION DATE REVISION 12/06/24 2 REVISION 02/04/25 REVISION 03/14/25 4 REVISION 03/24/25 REVISION 03/31/25 DATE 03/192025 DRAWN BY RC CHECKED BY'. DS FIELD BOOK N/A MASS CONSTRUCTION SHEET TITLE WATER AS -BUILT PLAN VIEW SHEET NUMBER 20F3 PROJECT NUMBER 10499.01 2 4 A 2 4 TEST HOLE INVENTORY 12 6" CAST IRON WATER CUT AN TOP ELEV POINT OF CONN 12"X4"DIP. TAPPING AND 4"TAPPIN STA= OFF TOP ELE 8 6 4 2 0 CITIZENS BANK WATER AS -BUILT 1367 N MIAMI AVENUE CITY OF MIAMI-DADE COUNTY, FLORIDA PUBLIC RA, PRIVATE PROPER,' GRADE = 12.18' 12.91' 1 96' 12.15' 12.15' Ir 12.19' o� 1219' PIPE 4-INCH STEEL CHIP INV CAP ECTION — SLEEVE VALVE 1+1251 \ 135'(L) 4'-45° TOP 11 LF GAS MAIN ELEV.= 9.55' �\ 4,45° V. BEND TOP ELEV: 897' ELE=967' 4" DIP-WM I V. BEND V AVI II `, 4"x4"-TEE 7 TOP ELEV =9 67' 4"90°BEND 4"ELECTRICAL LIN V: 7.11' TOP ELEV: 855' 12 LF DP -WIN CORRUGATE STORM T LIN TOP ELEV=8115' 1 l R — 2LF4" DIP-WM 4" FIBER OPTIC TOP ELEV: 7S` 12"+ ELECTRICAL. CO TOP ELEV: 667' 9.2 LF4'DIP-WM 4,45° V. BEND TOP ELEV:701r' 13.3' 3� L. WATER NE 14TH SERVICE STREET PROFILE Test Hole No. Marked By Northing Easfing Utility She Size Material Direction Cross Section Grade Elevation Depth(feet) Utility Elevation 3 N/D 529544.57 921447.46 GM 4" STL 0 12.03 2.15 9.88 4 N/D 529538.84 921447.85 BE 12"+ CONC u 11.67 5.20 6.67 5 X 529536.18 921448.54 50 18" CPP O 12.19 4.04 8.15 �—' 6 N/D 529566.75 921447.21 WM 6" CIP 0 12.00 2.84 9.16 '� 12 10 STIC PIPE AL LINE CRETE BACK 6 4 2 0 2 SCALE 1,1' VERTICAL 0 10 20 SCALE 1'=10' HORIZONTAL E30427D00A-3 F-13 WB-2021-30427 M DWAS D AGREEMENT #30427 1KEITH 301 East Atlant, Blvd. Pompano Beach, FL 33060 PH'. (954) 788-3400 REVISIONS N0 DESCRIPTION DATE REVISION 12/06/24 2 REVISION 02/04/25 REVISION 03/14/25 4 REVISION 03/24/25 REVISION 03/31/25 DATE. 03/192025 DRAWN BY RC CHECKED BY'. D S. FIELD BOOK N/A MASS CONSTRUCTION SHEET TITLE WATER AS BUILT PROFILE SHEET NUMBER 3 OF PROJECT NUMBER 10499.01 2 4