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{ CONDO - ! POOL BE GRAPHIC :SCALE I AREA 3 0 10 20 40 ly F 1 ( IN FEET ) 1 PROP. 4' SLOPE 1 /8' PER fT. — PROP. {• W,E �..� \____�� 1 ,. ( J $ (XX8ECT1(IN \ OUT A ELN ]9 8 � 1 VIII. RF �,) -- PER FDOT REW6IEVDRS J .F; 9 IAer'lA' a COST. FIRE PROP. END �` 1 10 RDwR _ _ _ •.. ,� _ x 11X IrRO _ _ a 45' BEND ,> PROP. 9" P.V.t. WA1ER -1WN ...�.. -�y-�= d SEC DEIIx "A' "� : / _ �+s°�+Eo 1 ,� Nc Do REltw+)� Tws sxEn -_' PROP. I2'x9 T/PPl T �..�.� /j'� a'� _ - -- BCCIPoC gtRO MO B' GATE' VALVE Y bC NSTALL (2) WATER SERVICES 9WITH REDUCED PRESSURE BACKFLOWS: 1" FOR BATHROOM 4 S >" 4' D.I.P` peep. BD1O '4 'e �. - • -_ -- y 'r - FINE UNE �. - C. NSTALL4" D.I.P. NE WITH RPDA BACKFLOW FOR RESTAURANT d INSTALL 1) FIRE �g \, l � °.� - a l g g e. RETIRE 2" WATER SERVICE AT MAINLY �' NAE 1Lf��W+R�'� P� � s SUNNY ISLES BLVD. _ ��E' \ \,•� lip _ - - - - — 3_ +,. - -F - -' - _ GENERAL NOTES: NE 163rd STREET I ¢ D",r _ . — -- — — PROP. e 826 v2 - .- ` \ 6.1 — _ . — W/�g A 9c eDm 1. GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL AREAS AND SHALL MAKE ALL i3 \ a OZq < — \ N g —�.- — — — PROP. VRPMA ADJUSTMENTS NECESSARY AT NO ADDITIONAL COST PRIOR TO SUBMITTING BID. THE P CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES, DIMENSIONS, ELEVATIONS, AND FfiOP. e' p.V.C. ffM km _ � �,8��8 _ - 0000 4 ON. CONFORMANCE E CODE. 8A' TEE 44pp.8BRaP, 9x{ REDUCER w E 4°56.71 2. ANY DAMAGE TO EXISTING FACILITY OR CONDITIONS ASA RESULT OF DEMOLITION AND /OR NEW k WORK SHALL BE REPAIRED AND RESTORED TO EXISTING CONDITIONS AT NO ADDITIONAL I ! °° _- • c _ _ _ - ro BE *WALED BY OTHERS ElE � W s CONSTRUCTION. NLONTRACT RI AT HIS HER EXPENSE SHALL REPLACE OR REPAIR TANYEDAMAGE _ - - _. __?_•90.00 FUTURE CONC. FNURE � ti g TOTHEFACIUTYOR ITS COMPONENTS TO THE SATISFACTION OF THE CITY. O HERS Q L MURE Fp1 TPµSFOFaR e o P 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING PAVEMENT MARKINGS ATTHE - l�I To BE INSTALLED By OT`D" BEGINNING AND AT THE END OF THE PROJECT. ~�$ r VW TEE IN 4. ELEVATIONS SHOWN REFER TO N.A.V.D. 1988. RF18tE 2' WATER 5F1MCE Ai 7NE ) F S. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE NATURE, SIZE, AND LOCATION OF ALL 1 8'VNNWCODX,Sµ) R/e 3 -2'P�C tWDIRT l' _ 1 EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. EXISTING UTILITY LINES OTHER THAN no BE A1LRUO1IED �$.F (mEPIpNE, rv. SAME) OR 70 RELD vmrY _ (, I I _ THOSE INDICATED THIS DRAWING MAYBE ON SITE. IF AN EXISTING UTILITY IS FOUND TO 1 mg g AL�1p i� eF7asI�3v c eT HE ) I CONFLICT WITH PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTACT Y NEtESS'NF THE ENGINEER OF RECORD 50 APPROPRIATE MEASURES CAN BE TAKEN TO RESOLVE THE 1 3 / f� - �nE (11)0 F%bT. CONFLICT. 1 (SE 6. ALL WORK, MATERIALS AND RESTORATION SHALL CONFORM TO THE MIAMI DADE COUNTY N ) PUBLIC WORK, CITY OF SUNNY ISLES BEACH AND FOOT STANDARD5 AND SPECIFICATIONS. 7. IT IS THE INTENT OF THESE PLANS TO COMPLY WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL 1 A BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 8. THE CONTRACTOR SHALL PROVIDE AN INDEPENDENT TESTING LABORATORY TO PROVIDE CERTIFICATION ASTO THE FOLLOWING: i A. SUBGRADE THICKNESS AND MINIMUM CBR =25 AND COMPACTION DENSITY CONFORMS TO 1 I SPECIFICATIONS; B. LIMEROCK BASE THICKNESS AND COMPACTION DENSITY CONFORMS TO SPECIFICATIONS; DETAIL NAH 9. CONTRACTOR TOINCLUDE MOT COSTS TO ALLOW PUBLIC ACCESS TO BEACH DURING Scale: 1 ":S• CONSTRUCTION. i 12 -- - CRY OF NORTH 4WI1 BEACH PORIKKI 12 12 PRNAIE PoR7px (F9FEIINE) EXIST. GROUND PROPERTY LINE PROPERTY LINE E ' EXIST. GROUND PROP. HYDRANT EXIST. GROUND A 9 A 9 9 / 9 F PROP. 8' 45' BEND PROP. 8' 45' BEND @ STA. 1 +61.56 63.34' LT. STA 2 +10.91 18.02' LT. PROP. 8' 45' BEND $ 8'X4' REDUCER 6 STA 0 +52.26 63.18 LT. STA 4 +02.71 6 6 6 F 18.02' LT. SEE PLAN FOR i Y CONTINUATION PROP. 8" 45' BEND PROP. 8'x6' TEE STA 0 +47.48 72.16 LT. 12• UN. PROP. 8' P.V.C. WATER MAIN SIX 3+45.53 19.02' LT. I 1' WATER SERVICE PROP. 12'x8" TAPPING TEE s STA. 3 +69.47 18.02' LT. PROP. 4" P.V.C. 3 AND 8' GATE VALVE z' ANN. �� 2' WATER SERVICE 4' 90' RENO Z 4' 90' BEND WATER WUN STA 0 +41.52 63.33' LT. 1I DUST. W UP 70 THE SOUTH. STA 4 +01.22 18.02' LT. STA 4 +11.24 3 3 STA. 4 +11.24 3 18.02' LT. 18.02' LT. a' GATE vuvE I `EXIST. 12' HDPE SEE PLAN FOR 4" RPZ LOCATION EXIST. 4' FDC EXIST. BST 0 0 0 I''I n SNIT. ABANDONED 48' RCP EXIST. 8' ,ry, 6 MID DUCT N `EXIST. Y FORCE ED 48' RCP WATER MAIN u ELEV. UNKNOWN / SANITARY FORCE MAIN �SANnARY FORCE MAIN (APPROX. LOCATION) dN NOTE: I E %1ST. FPL 1. ALL FITTINGS TO BE POLYETHYLENE WRAPPED. pi 9 -5" DUCT BANK 3 — - 3 —3 —3 1 +00 2 +00 3 +00 A +00 RLV �HAVS S CA811 WATER MAIN PROFILE F e....�..R.. SCALE: 1 " -20' HORIZ m.can 1' =2• VERT. FORBIDDING PURPOSES ONLY DATE AUG -20,1 18009vw1r<.sdn600.Fart Sisdedale.FbidaD3316 WATER AND SEWErR CONNECTION ROBERT �PsTENEr P.E. P OIECTN9114ns sHEET:z DESIGNED Mjo -' CHECKED _ ISLES BEACH FISHING OFESSIONAL ENGINEER - - AUG. o„ Calvin, Giordano b Associates, Inc. RESTAURANT 16501 COLLINS AVENUE PLAN FLOwDAR NOTED Cl SUNNY I STATE PI—. 954.921.7781 Far 954.931.8901 R ISSUED FOR I'i � SUNNY ISLES BEACH, FLORIDA - PURP03E OF THIS SET NO DATE REVISION BY NO DATE REVISK)N BY DATE AUG. 2011 9 Certificate of Authorization 514 DATE: AUGUST 29, 2012 BID SET, OF 4 SHEETS