Bid #06-12-01 Town Center Park, Restrooms, & Lighting

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TACKCOAT SURF AND EDGES. PAVEWNT REPAIR DETAIL ASPHALTIC CONCRETE THICKNESS TO BE SAME AS ADJACENT ROADWAY, BUT NOT GREATER THAN 3 INCHES NOR LESS THAN 1V2" INCHES. EXISTING PAVEMENT SHALL BE SAW CUT ALONG A NEAT STRNGHT LINE TO THE FARTHEST POINT! OF BROKEN OR DISTURBED ASPHALT. COMPACTED LIME ROCK BASE COURSE TO MATCH THICKNESS OF ADJOINING BASE OR 12" MIN. WATER MAIN STREET PAVEMENT 0 0 U z WATER METER BOX SINGLE OR DUAL 5'X5' CONC. SLAB OR SIDEWALK 3/4" WATER SERVICE HIGH DENSITY \-ON LONG SERVICES A 11/2" BLACK STEEL POLYETHYLENE CASING PIPE MAY BE DRIVEN UNDER EXISTING TUBING PAVEMENT IN LIEU OF CUTTING AND PATCHING THE PAVEMENT. CASING PIPE NOT REQUIRED OTHERWISE. CORPORATION STOP (MALE THREADED x FEMALE COMPRESSION) SERVICE CONNECTION DETAIL UTILITY ASEMENTI_ VARIES II WYE WITH N 6" BRANCH w I 1 6" 45 (A o BEND — z LOT LIN CLEAN -OUT L REMOVABLE SEE NOTE 1 PLUG CLEAN -OUT z (TYP.) SEE 1 31 NOTE 1 t 6" CLEAN -OUT TO FINAL GRADE I „ /—WYE ZZ TERMINAL DEPTH AS REQUIRED FOR "HOUSE" SERVICE 3' MIN. — 4' MAX.) �TYP.) ROTATE 30 ° (TYP.) (SEE NOTE 3, SINGLE LATERAL UTILITY VARIES a EASEMEI Z W SEWER MAIN J SIZE VARIES I x — WYE WITH 1 6" BRANCH 6" 45 BEND I 6 "x4' DOUBLE ) WYE PLAN SLOPE TO TERMINAL 3I DEPTH AT 1.0% MIN. 1 (TYP.) -1 __,-eA FINISHED GRADE SPRING LINE (SEE NOTE 3) SEWER MAIN DOUBLE LATERAL PROFILE NOTES: 1. CLEAN -OUT SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 4. SERVICE LATERALS SHALL HAVE A MINIMUM 18" OF COVER BETWEEN R/W TIE -IN AND BUILDING. 5. ROTATE BENDS AS REQUIRED TO ALLIGN SERVICE BRANCH WITH THE SERVICE PIPE. SANITARY SERVICE DETAIL GATE VALVE BADE ' DIA. MIN. TYPE "K" COPPER PIPE !APPROVED EQUAL )RPORATION STOP )UBLE STRAP BRONZE SERVICE DDLE W /STAINLESS STEEL, BRASS BRONZE STRAPS ..,.TER MAIN CHLORINATION POINT DETAIL CONDITION "A" WATER MAIN PARALLEL TO SEWER MAIN CONDITION "B" WATER MAIN CROSSING OVER SEWER MAIN OR WHEN SEWER LATERALS CROSS OVER OR UNDER A WATER MAIN SEE CONDITION "A" OR "B" NOTES: CONDITION "A" 1. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATERMAINS AND SEWER LINES IS REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED WITH MINIMUM 18 INCHES VERTICAL SEPARATION. CONDITION "B" 2. SEWER LINES, INCLUDING LATERALS, MUST HAVE 18 INCH VERTICAL CLEARANCE BETWEEN WATERMAINS AND /OR 6 INCHES MINIMUM CLEARANCE IF SEWER LINE IS DIP OR WATER PIPE QUALITY AND HAS NO JOINTS WITHIN 10 FEET OF INTERSECTION (i.e., ONE 20 FT. SECTION CENTERED ON INTERSECTION). STORM DRAINAGE LINES SHOULD HAVE SAME SEPARATION AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 3. FORCE MAIN MUST HAVE 18 INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. WATER AND SEWER CROSSING NOTES DATE DESIGNED OCT. G.H. R Csw . to &w sm a ck t o * le e. TOWN CENTER PARK E N G I N E E I FLORIDA REGISTRATION No. 47 SCALE 11 SHEET R NG s10 N.T.S. _. _.. -- �_ .._.._ ... _....__.. - _._. _ .. _ ....... ........ _ L.. _. -.... .�� DRA K.A.S. (� ® 180 rive Suite 800 DATE OCT. CITY OF SUNNY ISLES BEACH DETAILS '' i'P�osNo __ _ _ _._ -� Fort Lauderdale, Florida 93918 7 2 3 <..._ ._ _..... -_.__ ___... _ - __._ __ _.... - - - -- -E _- -- _ r - -- C101 CHECKED J.M. I _ Phone: 954.921.7781 Fax 954.921 x807 FLORIDA AND GENERAL NOTES FILE NO DATE REVISION BY NO DATE REVISKNd 1 DATE OCT. 2006 + Certificate of Authorization 514 - DATE: - li owns -ctoo- ors -un i; OF GENERAL NOTES Jill 1. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. -4—CLEAN-OUT ALL APPLICABLE FEES AND CHARGES MUST BE PAID PRIOR TO COMENCEMENT OF CONSTRUCTION. (TYP,) 3. 1 ALL MATERIALS AND CONSTRUCTION UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH SEE NOTE 1 THE REQUIREMENTS OF THE PUBLIC WORKS DEPARTMENT, THE CITY OF SUNNY ISLES BEACH. 4. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE PROGRAM MANAGER OF ANY DISCREPANCY OR VARIATION FROM THE DRAWINGS. LOT _ LINE 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND IMPROVEMENTS FROM DAMAGE, 1 DISRUPTION OF SERVICE, OR DESTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL UTILITIES, AND NOTIFICATION OF SUNSHINE STATE ONE CALL, CITY OF SUNNY ISLES BEACH PUBLIC WORKS, 48 HOURS PRIOR TO 6" CLEAN -OUT CONSTRUCTION. TO FINAL GRADE 7, PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT, A PRECONSTRUCTION MEETING WILL BE HELD 1 WITH THE PUBLIC WORKS DEPT. OF THE CITY A/E CONSULTANT AND THE PROGRAM MANAGER THE CONTRACTOR AND OTHER INTERESTED PARTIES SHALL ATTEND THE MEETING. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING OF THE TESTS AS MAY BE DEEMED REQUIRED BY THE CONTRACT DOCUMENTS. THE CITY SHALL PAY FOR ALL PASSING TESTS, HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR ALL FAILURES. 9. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON SITE, THE PLANS ARE TO BE MADE AVAILABLE TO THE ENGINEERING INSPECTOR OF THE CITY OF SUNNY ISLES BEACH, PROGRAM MANAGER AND THE A/E CONSULTANT UPON REQUEST. 10, WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, OR WHERE THE SANITARY SEWER CROSSES ABOVE A WATER MAIN, THE SANITARY SEWER SHALL BE OF CLASS 52 DUCTILE IRON PIPE PROTECTO 401 LINING OR AWWA C -900 PVC (SDR 14) PRESSURE PIPE FOR A CONTINUOUS LENGHT OF 20 FEET CENTERED AT THE WATER MAIN. 11. THE CONTRACTOR SHALL PROVIDE ACCESS AND ASSISTANCE TO THE PROGRAM MANAGER OR A/E CONSULTANT TO MAKE INSPECTIONS, AS NECCESSARY, DURING CONSTRUCTION. 12. NO DEVIATION FROM APPROVED PLANS SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF THE PROGRAM MANAGER OR A/E CONSULTANT. 13. ALL WATER MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND NO.3 VALVE BOXES. FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND NO. 2 VALVE BOXES. 14. TRENCH EXCAVATIONS IN EXCESS OF 5 FEET DEEP SHALL COMPLY WITH THE TRENCH SAFETY ACT AS PER O.S.H.A. STANDARD 29 CFR S.926.650 SUBPART P IN STATUTES. THE TRENCHES AND DITCHES SHALL BE PROTECTED IN ACCORDANCE WITH RULE 38c 43.02 FAC AND 6A- 1,095(2). 15. ERECTION OR INSTALLATION OF APPROPRIATE SAFETY AND WARNING DEVICES WILL BE REQUIRED DURING THE COURSE OF CONSTRUCTION. SAID DEVICES WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEPARTMENT OF TRANSPORTATION'S "MANUAL ON TRAFFIC CONTROL AND SAFETY PRACTICES" AND THE DADE COUNTY PUBLIC WORKS MANUAL. 16. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONGSIDE OF AND OVER ALL UTILITIES. THE CITY ENGINEER REQUIRES THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CITY. THE RETESTING COST, DUE TO FAILURE OF THE COMPACTION TEST, WILL BE PAID BY THE CONTRACTOR. 17. ALL ELEVATIONS REFER TO U.S.C.E. M.L.W. BAY DATUM 18. PROVIDE RESTRAINING BY THE USE OF FIELD LOX GASKET ON TYTON JOINT PIPE AND AS MANUFACTURED BY U.S. PIPE OR EQUAL. CONDITION "A" WATER MAIN PARALLEL TO SEWER MAIN CONDITION "B" WATER MAIN CROSSING OVER SEWER MAIN OR WHEN SEWER LATERALS CROSS OVER OR UNDER A WATER MAIN SEE CONDITION "A" OR "B" NOTES: CONDITION "A" 1. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATERMAINS AND SEWER LINES IS REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED WITH MINIMUM 18 INCHES VERTICAL SEPARATION. CONDITION "B" 2. SEWER LINES, INCLUDING LATERALS, MUST HAVE 18 INCH VERTICAL CLEARANCE BETWEEN WATERMAINS AND /OR 6 INCHES MINIMUM CLEARANCE IF SEWER LINE IS DIP OR WATER PIPE QUALITY AND HAS NO JOINTS WITHIN 10 FEET OF INTERSECTION (i.e., ONE 20 FT. SECTION CENTERED ON INTERSECTION). STORM DRAINAGE LINES SHOULD HAVE SAME SEPARATION AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 3. FORCE MAIN MUST HAVE 18 INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. WATER AND SEWER CROSSING NOTES DATE DESIGNED OCT. G.H. R Csw . to &w sm a ck t o * le e. TOWN CENTER PARK E N G I N E E I FLORIDA REGISTRATION No. 47 SCALE 11 SHEET R NG s10 N.T.S. _. _.. -- �_ .._.._ ... _....__.. - _._. _ .. _ ....... ........ _ L.. _. -.... .�� DRA K.A.S. (� ® 180 rive Suite 800 DATE OCT. CITY OF SUNNY ISLES BEACH DETAILS '' i'P�osNo __ _ _ _._ -� Fort Lauderdale, Florida 93918 7 2 3 <..._ ._ _..... -_.__ ___... _ - __._ __ _.... - - - -- -E _- -- _ r - -- C101 CHECKED J.M. I _ Phone: 954.921.7781 Fax 954.921 x807 FLORIDA AND GENERAL NOTES FILE NO DATE REVISION BY NO DATE REVISKNd 1 DATE OCT. 2006 + Certificate of Authorization 514 - DATE: - li owns -ctoo- ors -un i; OF