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Home My WebLink About2017 Water Assesment Projectk J k 1�, _zj 0 L - __ w I;'r"F]E'J� WATER A5��'SSi��1�,IC>'t' tjROJECt' PART OF THE COLLIER CREEK ESTATES, PHASES ON'-', TWO, THREE, FOUR, FIFE AND SIk SECTION 18. TOWNSHIP 31 SOUTH, RANGE 35 EAST LOCATION MAP NTS PLEA*NG ST WIP ?v° 473-169000-16515 tN° 4017 DIAN RIVER COUNTY SURVEYOR'S GLOBAL POSITIONING SYSTEM (G.P.S.) NOTES: 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: DUAL FREQUENCY LEICA GS 14 / CS 15 GPS/GLONASS GNSS (GLOBAL NAVIGATION SATELLITE SYSTEM), SBAS, CODE AND PHASE (L1 AND L2) 3. THE ORIGINAL GPS RTK MEASUREMENTS BEGAN APRIL 15, 2016 AND WERE COMPLETED ON MAY 6, 2016. TWO LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT -SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING LEICA GEO OFFICE, VERSION 8.3 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 10MM + 1PPM (RMS) VERTICAL: 20MM + 1PPM (RMS). 6. HORIZONTAL POSITIONS OF SITE CONTROL WERE ESTABLISHED UTILIZING THE FDOT FPRN "MAX" NETWORK CORRECTION. LOCAL SITE CONTROL VALUES ARE NETWORK CORRECTED (ADJUSTED) POSITIONS. INDEX OF SHEETS CSS 1. COVER SHEET s� 2.-7. CONSTRUCTION PLANS 8. 10. DETAILS UTILITY CONSTRUCTION STANDARDS 11. DETAILS STORMWATER CONTROL STANDARDS rsr�i�it�s=�i�r� z�ll gIVER FI ORID�� VERTICAL DATUM AND CONTROL NOTES: THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. ORIGINATING BENCH MARK(S) DESIGNATION: I.R.C. BENCHMARK BM007060 QUAD: SEBASTIAN (3104) LOCATION: N 1255823.73 E 824461.43 (OBSERVED) ELEVATION: 20.55' NGVD 29 18.88' NAVD 88 (PUBLISHED) 19.17' NAVD 88 (OBSERVED) DESCRIPTION: FOUND MAGNETIC NAIL IN WEST EDGE OF PAVEMENT OF GEORGE STREET; AT CENTERLINE OF DRIVEWAY FOR ADDRESS # 838. DESIGNATION: Z 646 PID: D13930 STATE/COUNTY: FL/INDIAN RIVER USGS QUAD: SEBASTIAN (1970) NAD 83 (2011) POSITION: 27 47 29.95219 (N) 080 29 08.48628 (W) NAD 83 (2011) ELLIP HEIGHT: -21.267 (METERS NAVD 88 ORTHO HEIGHT: 6.609 (METERS) 21.68 (FEET) DESCRIPTION: SURVEY DISK SET IN TOP OF A CONCRETE MONUMENT STAMPED "FLDEP Z 646 2005" LOCATION: FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY ROAD 512 (FELLSMERE ROAD WESTBOUND) IN SEBASTIAN, GO SOUTHWESTERLY ON COUNTY ROAD 512 (FELLSMERE ROAD WESTBOUND) FOR 2.0 MILES TO THE INTERSECTION OF FLEMING STREET AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 512. LOCATED 92.0 FEET WEST OF THE CENTERLINE OF FLEMING STREET, 75.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 512 EASTBOUND LANES AND 2.8 FEET NORTH OF A CARSONITE WITNESS POST. DESIGNATION: SJRWMD DISK 00-32-658-0 USGS QUAD: SEBASTIAN STATE/COUNTY: FL/INDIAN RIVER LATITUDE: 274640.400 N LONGITUDE: 802841.760 W N: 1252314.31 E: 824870.29 (OBSERVED) ELEVATION: 27.127' NGVD 29 (PUBLISHED) 25.68' NAVD 88 (OBSERVED) DESCRIPTION: SJRWMD ALUMINUM DISC SET IN CONCRETE BRIDGE LOCATION: FROM THE INTERSECTION OF HIGHWAY 510 (WABASSO ROAD) AND HIGHWAY 66TH AVENUE GO NORTH ON 66TH AVENUE FOR 0.85 ,MILES TO BARBER STREET AND SCHUMANN DRIVE, CONTINUE NORTH ON SCHUMANN FOR 1.05± MILES TO ENGLAR DRIVE ON LEFT, TURN AND GO WEST ON ENGLAR FOR 0.70± MILES TO CONCRETE BRIDGE AND COLLIER WATERWAY BM 15 AT NORTHEAST CORNER OF BRIDGE AND RM IS AT THE SOUTHEAST CORNER OF BRIDGE. LEGEND AND ABBREVIATIONS IRC IRON ROD AND CAP OAK Q SANITARY MANHOLE SIGN LB LICENSED BUSINESS NO. NUMBER PINE O 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 • SOUTHERN BELL BOX FD. FOUND SHRUB CABLE TV BOX O.R.B. OFFICIAL RECORD BOOK WATER VALVE P.R.M. PERMANENT REFERENCE MONUMENT - MAPLE COL) POWERPOLE P.C.P. PERMANENT CONTROL POINT WATER METER BM BENCHMARK CITRUS �4y PROPOSED HYDRANT ELECTRIC BOX F.F. FINISH FLOOR yw wV ELEV. ELEVATION ELM- N PROPOSED WATER VALVE UNDERGOUND UTILITIES SIGN E.O.P, EDGE OF PAVEMENT Q MONITORING WELL R RADIUS PROPOSED WATER METER ® DELTA MISC. TREE WS❑ SV L LENGTH' CLEANOUT SANITARY VALVE 1. D. SEC. IDENTIFICATION SECTION SPRINKLER CATCH BASIN 9& TELEPHONE MANHOLE TWP. TOWNSHIP BASKETBALL CURB INLET POST WOOD OR STEEL RGE. RANGE HOOP Ruv 2108 RESIDENCE >< REUSE WATER VALVE M CONCRETE POWER POLE NUMBER IRV IRRIGATION VALVE CULVERT W/INVERTS UNLESS OTHERWISE SPECIFIED YARD DRAIN FENCE WOOD OR STEEL SURVEYOR'S GENERAL NOTES AND REPORT: 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 2. THE LAST DAY OF FIELD WORK PERFORMED FOR THE INITIAL SURVEY EFFORT WAS MAY 6, 2016. SUBSEQUENT ADDITIONS, DELETIONS AND/OR UPDATES, IF ANY, ARE REFLECTED IN THE DRAWING REVISIONS. 3. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2011, AND ARE PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901) AND ARE REFERENCED TO THE ESTABLISHED AND MONUMENTED LINE SHOWN HEREON LABELED AS THE BEARING BASIS. 4. UNLESS A DIFFERENCE IS SHOWN, OBSERVED AND RECORD DIMENSIONS ARE THE SAME. ALL DIMENSIONS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 5, THE RIGHT OF WAY BASELINE ALIGNMENT DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF TOPOGRAPHIC AND RIGHT OF WAY ROUTE SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING USING THE PLATS FOR COLLIER CREEK ESTATES, PHASES ONE THROUGH SIX, AS RECORDED IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 6. THIS TOPOGRAPHIC AND ROUTE SURVEY MAP HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HERON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 7. THE HEREIN DEPICTED ROUTE SURVEY IS SUBJECT TO RESTRICTIONS, RESERVATIONS, EASEMENTS AND RIGHTS-OF-WAY OF RECORD. MATTERS OF RECORD NOT BROUGHT TO THE SURVEYOR'S ATTENTION BY THE CLIENT; THEIR AGENT OR AS DISCLOSED BY A FURNISHED TITLE INSURANCE POLICY, REPORT OR ABSTRACT WAS NOT INCLUDED. NO INVESTIGATION WAS MADE BY THIS OFFICE INTO THE VALIDITY OF ANY RESERVATIONS OR EASEMENTS NOTED FOR ANY ENCUMBRANCES NOT OF RECORD IN THE INFORMATION FURNISHED BY THE CLIENT. 8. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE (5J17 F.A.C.) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY OF BOUNDARIES FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET, THIS SURVEY MEETS OR EXCEEDS THE STATED ACCURACY REQUIREMENT. 9. WITH EXCEPTION TO WHAT HAS BEEN FIELD LOCATED AND SHOWN ON THIS TOPOGRAPHIC AND ROUTE SURVEY, THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. SUBSURFACE AND/OR AERIAL ENCROACHMENTS, IF ANY, WERE NOT LOCATED AND/OR DEPICTED ON THIS SURVEY UNLESS NOTED OR IDENTIFIED. 10. TREE LOCATIONS, IF SHOWN HEREON ARE GENERALLY ACCURATE TO 1/2 THE DIAMETER OF THAT PARTICULAR TREE. THE DIAMETER IS DISPLAYED IN INCHES MEASURED AT BREAST HEIGHT. ONLY TREES WITH A BREAST HEIGHT DIAMETER OF 4" OR LARGER OR WITH 10 FEET OF CLEAR TRUNK WERE FIELD LOCATED. GPS CONTROL POINT (REFERENCE STATION): DESIGNATION: I.R.C. BENCHMARK BM007060 QUAD: SEBASTIAN (3104) ELEVATION: 20.55' NGVD 29 18.88' NAVD 88 (PUBLISHED) 19.17NAVD 88 (OBSERVED) DESCRIPTION: FOUND MAGNETIC NAIL IN WEST EDGE OF PAVEMENT OF GEORGE STREET; AT CENTERLINE OF DRIVEWAY FOR ADDRESS # 838. REFERENCES: "COLLIER CREEK ESTATES, PHASE ONE, A SUBDIVISION A REPLAT OF A PORTION OF SEBASTIAN HIGHLANDS UNIT 16, AS RECORDED IN PLAT BOOK 8, PAGE 45-45J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA."AS RECORDED IN PLAT BOOK 15. PAGE 11 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. "COLLIER CREEK ESTATES, PHASE TWO, A SUBDIVISION A REPLAT OF A PORTION OF SEBASTIAN HIGHLANDS UNIT 16, AS 'RECORDED IN PLAT BOOK 8, PAGE 45-45J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA." AS RECORDED IN PLAT BOOK 15, PAGE 39 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. ALONG WITH AFFIDAVIT AMENDING PLAT FILED AUG 24, 1998 IN OFFICIAL RECORD BOOK 1227, PAGE 1534 PUBLILC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND AFFIDAVIT AMENDING PLAT FILED AUG 12. 1998 IN OFFICIAL RECORD BOOK 1225, PAGE 2557 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. "COLLIER CREEK ESTATES, PHASE THREE, A SUBDIVISION A REPLAT OF A PORTION OF SEBASTIAN HIGHLANDS UNIT 16, AS RECORDED IN PLAT BOOK 8, PAGE 45-45J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA." AS RECORDED IN PLAT BOOK 15, PAGE 66 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. "COLLIER CREEK ESTATES, PHASE FOUR, A SUBDIVISION A REPLAT OF A PORTION OF SEBASTIAN HIGHLANDS UNIT 16, AS RECORDED IN PLAT BOOK 8, PAGE 45-45J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA." AS RECORDED IN PLAT BOOK 15, PAGE 39 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. ALONG WITH AFFIDAVIT AMENDING PLAT FILED 03-07-01 IN OFFICIAL RECORD BOOK 1385, PAGE 2907 PUBLILC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. "COLLIER CREEK ESTATES, PHASE FIVE, A SUBDIVISION A REPLAT OF A PORTION OF SEBASTIAN HIGHLANDS UNIT 16, AS RECORDED IN PLAT BOOK 8, PAGE 45-45J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA." AS RECORDED IN PLAT BOOK 17, PAGE 28 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. "COLLIER CREEK ESTATES, PHASE SIX, A SUBDIVISION A REPLAT OF A PORTION OF SEBASTIAN HIGHLANDS UNIT 16, AS RECORDED IN PLAT BOOK 8, PAGE 45-45J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA." AS RECORDED IN PLAT BOOK 17, PAGE 77-78 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. CERTIFIED TO: INDIAN RIVER COUNTY SURVEYING AND MAPPING DEPARTMENT DRAWING SCALE: VERIFY SCALE OF DRAWINGS. THE BAR SCALE ON EACH DRAWING IS ONE INCH ON ORIGINAL DRAWINGS. IF NOT ONE INCH ON EACH SHEET OF THIS SET, ADJUST SCALES ACCORDINGLY. NAMEii I IRI � lz REVIEWED AND APPROVED BY; CHELLO AVE CHELLO AVE Sppr STREET SHEET NUMBER (TYPICAE) HECKER AVE ENGLAR AVE MATCHLINE /31 - . 5DA, P,E, No, 64267 1*1 Revision 4. EXISTING 12' WATER MAIN EXISTING 16"x12' REDUCER IM D WIT :c 0M.,B _R 'AV -ME'N0 u -R' ,E E — — — — — — — — — ------------------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — X EXISTING 16'WATER MAIN D.I.P EXISTING 16"WATER MAIN DlP, % w EXISTING 16' GV&B EXISTING BLOW OFF START OF PROD CT �TIE—IN POINT—CONTRACTOR TO CT LOCATE VALVE PRIOR TO REMOVE BLOWOFF START OF CONSTRUCTION PROPOSED 16'x8" REDUCER PROPOSED TEMPORARY JUMPER PROPOSED 8` GV&B PROPOSED WATER MAIN 8' PVC-70LF - -- - -- - - - -- - -- - -- - -- - -- - -- - -- I. - CANAL CANAL PROPOSED HORIZONTAL DIRECTIONAL BORE 8' HDPE-200LF cu PROPOSED 8"GV&B PLAT BOUNDARY LINE I r PR POSED WATER MAIN 8" PVC-135LF SINGLE SHORT 3 - SERVICE MUNICIPAL ADDRESS* MUNICIPAL ADDRESS: 206 CHELLD AVE. 200 CHELLO AVE. —5-0 MUNICIPAL ADDRESS: MUNICIPAL ADDRESS: VACA14T MUNICIPAL ADDRESS- MUNICIPAL ADDRESS- WS NE SIDE I 1 2134 CHELLO AVE. 202 CHELLO AVE. 699 S. EASY ST ' 196 QIELLO AVE. WS -MID SIDE wS._xxx SIDE CONCRETE SIDEWALK WS-MID.N SIDE A IN 9i MUNICIPAL ADDRESS- Izz, C5 A ��FD-f, I- \ / i T 194 CHELLO AVE. MUNICIPAL ADDRESS: 0 + V C H -T 1 1 -MID.W SIDE 208 CHELLO AVE m cn 116 K I WS-MID.NE SIDE [D'ROPOSED FHA "T PROPOSED 8'x4' CROSS PROPOSED 1' �POLY-70LF PROPOSED 8'x6` TEE E J ow PROPOSED 45*BEND 8A' PROPOSED (2) 4' GV&B _PROPO�ED BLOWOFF 2'y PROPOSED BLOWOFF 2 PROPOSE.0 WATER EK M7AIN////' T.B.M. #26 PRO�OSED REDUCER 4-xl' P OPOSED HORIZONTAL 4' PVC — 320U PROPOSED REDU,rFP 4`xl` M PROPOSED WATER MAIN T.B.M. #24 F - FOUND "BOLT PIKE/TAB MUNICIPAL ADDRES& DIRECTIONAL BORE EJ , I FOUND "BOLT SPIKE/TAB 193 CHELLO AVE. STAMPED "PC 3435" 0 1 8'y PVC-50LF =u I E STAMPED PCP 3435 M 4ff,,MDPE-30LF -MV 20.16 LE N PROPOSED WATER MAIN I _F I > 1> CONCRETE CONCRETE TRANSFORMER MIES CONC. 4 PVC-140Ll_ CONC. CON I r AMI'lll I ES V I -C. LINM INV I DRIVE \b 1"CONQ DRIVE - PAD V) MESti DRIVE INV 20.28 MES w S ME MES A F r CMP nRIW - — -- — - MES wso wso CR IVOR T m MES INV 17.6 INV 19.14 MES W90 MES MES �N 17.22, INV 19.13 u V IN 17.22 INV 17.54 INV 1&56 Ir CMP INV 18.54 INV 1 92 INV 17.80 7. L Ri'& LI •LAI -11 15 AM X DRIVEWAYWORE •�SLE WE -T7z�V MES "A' cT INV 18.07 CONC. atab'.• r DRIVEI.N. - I , . - - I " , " -- I , A7 7" •L MES IN DO V a. MES7 M - -, - .:. . �- -I- ip MES MES A c W17.77 IMP INV 17. -19, ADS - NV 17.94 iff INV w MES MES, MES 00, A, MES INV 1EL5§ MES INV 1&41 NV INV 19.08 9.01 wSnffi f 20.42 IN z MUNICIPAL ADDRESS- JNV_ 1 WS[)' 0 15 12' CMP MES .I- , I wSoll cow_ LD 0 Lj AC� , , CW_ CONC. DRIVE 209 CHE10 AVECONC NC. DRIVE WS-MID.NW SIDE IN W, DRIVE COLUMN COLUMN COLUMN C, > CON p -c - -6 V C_ M Dl�I'E_ NV�l/ 7 INV 7,010 > C. VE WJ "r > _j Q� M Lj PROPOSED WATER MAIN -MES CONC. cmc. 8` PVC-50LF > 1 INV 18,52 DRIVE DRIVE I L�l Li PROPOSED HORIZONTAL DIECTIONAL so WS11 I INV PROPOSED WATER MAIN MES CONCRETE 4 0 6, iMUNICIPAL ADDRESS: TRANSFORMER BORE 4' HDPE 20.21 207 C"ELLO AVE. LLJ > WS-MID.W SIDE P R 0 01 PAD 4 PVC-260LF T.B.M. # 25 MUNICIPAL ADDRESS: PROPOSED WATER MAIN POSED HORIZONTAL DI ECTIONAL FOUND "BOLT SPIKE/TAB 205 DiELLO AVE. ED om' STAMPED "PCP 3435" 8' PVC —165LF WS-MID.E SIDE CONCRETE SIDEWALK MUNICIPAL ADDRESS: BORE 8' HDPE-30LF 197 CHELLO AVE MUNICIPAL ADDRESS:, MUNICIPAL ADDRESS. MUNICIPAL ADDRESS - 203 CHELLD AVE 700 S. EASY ST. 701 S. EASY ST. WS -MID SIDE WS-MID.N T WS-MID.E SIDE -7 WS -MD NW SIDE H zl� C-4 U 1 MUNICIPAL ADDRESS:- j 1-! 1 C195 CHELLO AVE 6 ' J ( ( o 07 VACANT J r Ll T,B. 'I ML 23 MUNICIPAL ADDRESS: wso FOUND "DOLT SPIKE/[A-, 703 S. EASY ST. SFAMPED "PCP 3435" WS-MID.N i U- 80 11 SINGLE SHOR MES MUNICIPAL ADDRESS: SERVICE INV 17.72 702 S. EASY ST. WS -SW SIDE VV 17. 01c), M NC. CO VE PR POSED WATER��, PVC-60LF VE MES NV 17.70 PROPOSED HORIZONTAL I V 17. 2MES I V 17.72 B.M. #22 FOUND DIRECTIONAL BORE "P -K" NAIL/TAB 8" HDPE —30LF STAMPED "PCP 3435"/ co MUNICIPAL ADDRESS* ME5 �<_ - � 705 S. EASY N V SFPROPOSED WAT\E MAIN TRACT A 1 -7.67 PVC-240LF NOTE: PROPOSED WATER MAI MES STORMWATER INV 17.89 A 7778' LF PROPOSED WATER MAIN SHALL BE 171 MANAGEMENT TRACT 8-I PVC -35 N. ws C�, LOCATED 5' FROM EDGE OF PAVEMENT MUNICIPAL ADDRESS: 704 S. EASY ST. 3! WS-MID.S SIDE (TYPICAL), UNLESS OTHERWISE NOTED, 1� 0 MES 71W U) MUNICIPAL ADDRESS:, 707 S. EASY ST. INV 17.89 WS-MD.N SIDE WATER SERVICE METERS SHALL BE 7 CONCRETE LOCATED ON LEVEL GROUND, OUT OF TRANSFORMER THE SWALE, MATCHLINE A—A P/MATCHLINE A MATCHLINE A—A\CONCREXSIDEWALK MATCHLINE A—A 1$7 /i MUNICIPAL ADDRESS - 195 CHELLO AVE MATCH LINE SEE SHEET 3 REVIEWED AMID APPREVED BY: Date By INDIAN RIVER COUNTY DEPARTMENT OF I DRAWN BYi -ART- DATEi FEBRUARY 2017 1 1801 27TH STREET BUILDING A IDESIGNED BY: -ART- SCALE: 1=50 COLLIER CREEK VERO BEACH, FLORIDA 32960 CHECKED BY. QRl UTILITY SERVICES I WATER ASSESSMENT PROJECT (772) 567-8000 APPROVED BYi UCP 4017 WIP 473-169000-16515 1 ARJUNAWLd A1,11DA, P,E, Nc, EASY STREET BETWEEN WIMBROW DRIVE & ENGLAR DRIVE SHEET 2 OF