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13-749-011MmDWASD AG !I W��jp 5 Vf*41 fill NW) RW rM u A X 6'701 S.W. 58THSOUTH\.4PLACE, IAlVII, F'L CIVIL SITE DEVELOPMENT PLANS CONTRACTOR'S ADDITIONAL RESPONSIBILITIES FOR INSTALLATION OF WATER & SEWER FACILITIES (NOT A PART OF M-DWASD NOTES NOR AMPROVAL) 1. SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. ALL COMPONENTS OF THE WATER AND SEWER FACILITIES SHALL COMPLY WITH THE MIAMI-DADE WATER k SEWER DEPARTMENT (M-DWASD) APPROVED MATERIALS LIST, NO EXCEPTIONS. 2. CONTRACTOR SHALL PREPARE AND PERMIT, AS REQUIRED, ALL MAINTENANCE OF TRANSPORTATION (MOT) PLANS RELATED TO ANY AND ALL OF THE CONSTRUCTION OF THE FACILITIES OUTLINED IN THESE PLANS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION PERMITS, SUCH AS. PUBLIC WORKS, F -OOT ETC. 4. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH ALL PERTINENT GOVERNMENTAL AGENCIES AND SHALL PROVIDE THE ENGINEER OF RECORD WITH WRITTEN NOTIFICATIONS AND/OR PHONE CALLS AT LEAST 48 HOURS PRIOR TO EACH INSPECTION. 5. CONTRACTOR SHALL ARRANGE AND PAY FOR DENSITY TESTS AS PER M-DWASD SPECIFICATIONS, TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. 6. THE CONTRACTOR SHALL HIRE A PROFESSIONAL LAND SURVEYOR TO PREPARE ALL AS-BUILTS REQUIRED BY M-DWASD, AS WELL AS, PROCESS ALL AS-BUILTS THROUGH M-DWASD FOR REVIEW AND APPROVAL. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH ALL REQUIRED BACTERIOLOGICAL SAMPLES, BACKFLOW DEVICE TESTS/INSPECTION REPORTS, CERTIFICATIONS, PRESSURE TESTS, AS-BUILTS, COMPACTION REPORTS AND ANY OTHER CONSTRUCTION RELATED ITEMS REQUIRED BY MIAMI-DADE WATER do SEWER DEPARTMENT IN A TIMI'LY FASHION FOR REVIEW AND APPROVAL. d. IT IS THE RESPONSIBILITY OF THE CONTRACTOR INSTALLING THE WATER AND SEWER FACILITIES TO COORDINATE WITH THE GENERAL CONTRACTOR AND OWNER FOR ANY WORK TO BE PERFORMED BY MIAMI-DADE WATER & SEWER DEPARTMENT FORCES AT THE OWNER'S EXPENSE. COORDINATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1) DALING WITH M-DWASD OFFICIALS AT THE BEGINNING OF THE PROJECT TO ENSURE THAT THE M-DWASD WORK WILL NOT IMPACT THE PROJECT SCHEDULE, 2) OBTAINI G ANY CHECKS OR OTHER FORMS OF PAYMENT FROM THE DEVELOPER, 3) PROVIDING THE OWNER AND ENGINEER OF RECORD WITH M-DWASO'S ANTICIPATED WORK SCHEDULE, 3., IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONCRETE SLABS AND BOLLARDS REQUIRED BY MIAMI-DADE WATER k SEWER DEPARTMENT AS PER THEIR CURRENT STANDARD DETAILS. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR INSTALLING THE WATER AND SEWER FACILITIES TO COORDINATE WITH THE GENERAL CONTRACTOR AND OWNER WITH REGARDS TO THE WATER METER INSTALLATION EXPECTATIONS TO AVOID DELAYS AND POSSIBLE LIABILITIES. 11, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INSTALLING THE WATER AND SEWER FACILITIES TO INITIATE THE PREPARATION OF ALL WATER k SEWER CONVEYANCE DOCUMENTS IN A TIMELY FASHION TO NOT IMPACT THE PROJECT SCHEDULE. ALL TASKS AND TIME FRAMES ASSOCIATED WITH THE CONSTRUCTION, INSPECTION AND CLOSE --OUT (CONVEYANCE DOCUMENTS) PHASES OF THE WATER AND SEWER FACILITIES INSTALLATION, SHALL BE INCORPORATED WITHIN THE OVERALL PROJECT SCHEDULE. ,Always call 8�� two full business days before you dIg EXISTING LEGEND v ® AERIAL TARGET QE FORCE MAIN MANHOLE © SANITARY SEWER MANHOLE COVER ALUMINUM LIGHT POST 0 FORCE MAIN VALVE SIAMESE CONNECTION .-. ALUMINUM LIGHT POST (SINGLE) d F.RL ELECTRIC MANHOLE SIGN POST .-.� ALUMINUM LIGHT POST (DOUBLE) 10 FPL. TRANSFORMER PAD SPRINKLER PUMP WATER & SEWER PROFILES ALUMINUM LIGHT POST (TRIPLE) N FPL FPL. TRANSMISSION POLE Q STANDPIPE WATER & SEWER DETAILS OO GAS MANHOLE Q STORM SEWER MANHOLE ALUMINUM LIGHT POST (QUAD) 10 GAS METER Q STREET LIGHT HAND HOLE f ••----------•- ANCHOR/GUY WIRE 19 GAS PUMP ® SWALE INLET 0000 BACKFLOW PREVENTER ASSEMBLY A GAS VALVE SFJ TELEPHONE BOX (SOUTHERN SELL) C CABLE TELEVISION BOX Q GREASE TRAP MANHOLE TELEPHONE HAND HOLE ED CATCH BASIN Q GROUND LIGHTING © TELEPHONE MANHOLE (SO. BELL) — E--- CENTERLINE • Gr GUARD POST TELEPHONE PAYPHONE CHECK VALVE ASSEMBLY IRRIGATION HAND HOLE 1 TRAFFIC HAND HOLE CIRCULAR DRAIN Q IRRIGATION VALVE M TRAFFIC UTILITY BOX • COLUMN (CIRCULAR) MAILBOX TRAFFIC SIGNAL POST ■ COLUMN (SOUARE) MONITOR WELL UNDERGROUND UTILITY MARKER w—o CONCRETE LIGHT POLE --14 MONUMENT LINE Qu UNKNOWN UTILITY MANHOLE G--i--o CONCRETE LIGHT POLE (DOUBLE) P-5 INLET 0 UNKNOWN UTILITY HAND HOLE M CRR CONCRETE POWER POLE P-6 INLET @ WATER MANHOLE A CONTROL POINT PARKING METER ml WATER METER CURB INLET cc PEDESTRIAN CROSSING SIGNAL a WATER VALVE iii ELECTRIC BOX QRRM PERMANENT REFERENCE MONUMENT *LO WOOD LIGHT POLE ELECTRIC HAND HOLE b POST INDICATOR VALVE • WOOD POWER POLE 0— .y'P ELEVATIONS (SEE NOTES FOR DATUM) Q=0 VACUUM BREAKER ASSEMBLY HANDICAP PARKING 4 D FIRE HYDRANT — ! PROPERTY UNE Ci STROLLER PARKING p co FLAGPOLE SANITARY SEWER CLEANOUT IL FLOW LINE ABBREVIATIONS: DC denotes DEPRESSED CURB F.I.P denotes FOUND IRON PIPE R denotes RADIUS FND. denotes FOUND NAIL k BRASS DISC d denotes D£LU ANGLE AMC DISTANCE S.N.D. denotes SET LB -87 NAIL X BRASS DISC denotes T denotes TANGENT DISTANCE CL. denotes CLEAR ENCR. denotes ENCROACHMENT PCP denotes PERMANENT CONTROL POINT •� denotes ASPHALT PAVEMENT PRM denotes PERMANENT REFERENCE MONUMENT denotes NON -VEHICULAR ACCESS LINE PB denotes PLAT BOOK PG denotes PAGE 0 () denotes DEED DISTANCE POC denotes POINT OF COMMENCEMENT (L) denotes DISTANCE BY LEGAL DESCRIPTION POB denotes POINT OF BEGINNING (M) denotes MEASURED DISTANCE OHW denotes OVERHEAD UTILITY WIRES (R) denotes RECORD OR PLATTED DISTANCE ORB denotes OFFICIAL RECORDS BOOK PC denotes POINT OF CURVATURE CM. P. denotes CORRUGATED METAL PIPE CBS denotes CONCRETE BLOCK STRUCTURE 1-32? denotes TREE NUMBERS CONC denotes CONCRETE UNK denotes UNDERGROUND UNKNOWN UTILITY CLF denotes CHAINLINK FENCE SLS denotes SET IRON PIPE k LB -87 GIP WF denotes WOOD FENCE ,Always call 8�� two full business days before you dIg I sw 67TH sr Index v � � Sheet Number COVER CQ C— 1 EXISTING CONDITIONS PLAN `-'J vJ I sw 67TH sr SW 66TH ST 010, SW 68TH ST a� a� \ a 1%, P OJ Fj� OC P MO AAV a VENERA V AN__BFd�1Q R L___SAN icNaao AVE p� 1111, � j II LOCATION SKETCH- SEC.25--TWP.54—RNG.40 pre p are d b y SCHWEBKE—SHISKIN & ASSOCIATES, INC. Id 3240 CORPORATE WAY, MIRAMAR, FL. 33025 LAND PLANNERS —ENGINEERS —LAND SURVEYORS (LB & TEL (305)652-7010 SCALE: 1 ?'=300' FAX: (305)652-8284 NOTE TO CONTRACTOR (NOT A PART OF M—DWASD NOTES NOR APPROVAL) • THIS PROJECT LIES OUTSIDE OF THE DESIGNATED LIMITS OF WELLFIELD PROTECTION AREAS ("CONE OF INFLUENCE") AS DEFINED BY MIAMI-DADE COUNTY. . Drawing Index v � � Sheet Number COVER CQ C— 1 EXISTING CONDITIONS PLAN C-2 WATER & SEWER PLAN & PROFILE C_3 WATER & SEWER PROFILES SW 66TH ST 010, SW 68TH ST a� a� \ a 1%, P OJ Fj� OC P MO AAV a VENERA V AN__BFd�1Q R L___SAN icNaao AVE p� 1111, � j II LOCATION SKETCH- SEC.25--TWP.54—RNG.40 pre p are d b y SCHWEBKE—SHISKIN & ASSOCIATES, INC. Id 3240 CORPORATE WAY, MIRAMAR, FL. 33025 LAND PLANNERS —ENGINEERS —LAND SURVEYORS (LB & TEL (305)652-7010 SCALE: 1 ?'=300' FAX: (305)652-8284 NOTE TO CONTRACTOR (NOT A PART OF M—DWASD NOTES NOR APPROVAL) • THIS PROJECT LIES OUTSIDE OF THE DESIGNATED LIMITS OF WELLFIELD PROTECTION AREAS ("CONE OF INFLUENCE") AS DEFINED BY MIAMI-DADE COUNTY. . Drawing Index Sheet Title Sheet Number COVER C— 1 EXISTING CONDITIONS PLAN C-2 WATER & SEWER PLAN & PROFILE C_3 WATER & SEWER PROFILES C-4 WATER & SEWER DETAILS C-5 PAVING & GRADING PLAN C-6 PAVING & GRADING PLAN C-7 DRAINAGE PLAN C-8 CROSS—SECTIONS C-9 PAVING, GRADING & DRAINAGE DETAILS C--10 PAVING, GRADING & DRAINAGE DETAILS C— 11 PAVING, GRADING do DRAINAGE DETAILS C-12 PAVEMENT MARKING do SIGNAGE PLAN C-13 EROSION & SEDIMENT CONTROL PLAN C-14 EROSION, & ,_SEDIMENT_,CONT6OL_, DETAILS .�, .� r , r . , C-15 POOL DECK JOINT PLAN C-16 rA #8 7) FLOOD CRITERIA NOTES (NOT A PART OF M—DWASD NOTES NOR APPROVAL) 1. MIAMI—DADE COUNTY FLOOD CRITERIA = 6.5' N.G.V.D. 2.FEMA FLOOD ELEVATION = FLOOD ZONE X (UNSHADED) PER MAP NO. 12086CO458L MAP REVISED ON 9/11/2009. 3.MIAMI—DADE COUNTY AVERAGE OCT. W.T. = 3.0' N.G.V.D. LEGAL DESCRIPTION: LOTS 10 THRU 17, IN BLOCK S, REALTY SECURITIES CORPORATIONS TOWNSITE OF LARKINS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE 105, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING AND BEING IN SECTION 25, TOWNSHIP 54 SOUTH, RANGE 40 EAST, CITY OF SOUTH MIAMI, MIAMI-DADE COUNTY, FLORIDA, r� ■ . . ZD O O V co a RECREATIONAL D ESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 s� iL U '3 w 0 F. N N M M L) V)U M N< E 0.2 CC �w Zm CO CLwo.J� o '� a Lo ._ I �. •"� cn • r�Cn mo Z a. D m0 LL d�LS..�L12 IX LAND SURVEYORS CIVIL ENGINEERS LAND PLANNERS La#87 CA#87 3240 CORPORATE WAY MIRAMAR, FL 33025 TEL: (305)652--7010 FAX: (3 5,)65-8214 Seat i4R��rre�Er� r L�� M% ,,. IVa 'h w pit 60 'PR'6JE.GT NUMBER 1320MPCP FILE. No. -------- DRAWN J.A.O. REVIEWED: H.J.N. CHECKED : H.J.N. DATE 07-02-13 ISSUE / REVISIONS ft 1107/31/13 1 COORDINATION SHEET TITLE CIVIL FACILITIES COVER SHEET SHEETNUMBER