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00-0115-010 _ LEGEND MONTEiDr, LLO ESTATES 111 REVISIONS: 5/5/99 CITY COMMENTS - 2. 5/10/99 ADD EXIST. ELEV. ---= E:XISTING -PAVEMENT = - PROPOSED PAVEMENT YKA TE `MA1P\7 �� w X ENS1 UN PLA 3. 6/1 99 DER / / M COMMENTS EXISTING -ELEVATION- SW 56th ST. 4: 6/7/99 D.C. COMMENTS „A - IG.� _Pk�iF'USED_ ELEVATION a A o i,i B a PROPOSED BRICK PAVERS > W (DI Elf CL --'r- RUN OFF DIRECTION C a S . W . 56th STREET ( MILLER ROAD) N EXIST. TYPE "F" CURB a GUTTER N " v PROP. TYPE "F" CURB a GUTTER 314' c N Q DRAINAGE STRUCTURE NUMBER 210.67' Q TREE KEY NOTE M _ - - - - LOCATION MAP PR'OP 12"X8" TAPPING SCALE: I"=300' EXISTING ASPHALT ASPHALT PAVEMENT SLEEVE WITH 8" TAPPING 0 L NW CORNER NW 1/4 I VALVE w OF SEC 25-54-40 - - EXIST. 12" C.I. WATER MAIN ° z O iO EDGE OF PAVEMENT - - - - - - - - - - 0 STANDARD REQUIREMENTS z W N T LO MIAMI DADE WATER AND SEWER AUTHORITY DEPARTMENT (AS PER STANDARD DETAIL W.S. 0.5) © Q = o ( CL :2 O I M I. All materials and labor under this Project shall be in strict °, < I'O PROVIDE ASPHALT PAVEMENT accordance with the requirements of the Miami Dade Water and Sewer p RESTORATION AS PER MIAMI Department and shall conform to the standards and specifications � Z X DADE COUNTY PUBLIC WORKS AA � -�- S 89° 29' 54" E 127.00' available and on file with the Department. L�'�-'! Q _ Q EXISTING 5' SIDEWALK DETAIL R 21.1 J O Li R W ;r., �,.; R/W 2. Cover over water mains shall be W-O". �J- ® W 3. All water main line valves shall be Installed complete with 10" riser I PROP. 4' HIGH CBS WALL � � pipes and No. 2 valve boxes. 6 6 Q 4. All water meters will be installed by the Miami Dade Water and Sewer Authority Department providing the appropriate charges have • been prepaid. 5. Fire Hydrant requirements (number O PROP. 12' MDWASD Y q ( ber and location) shall be as required ING AI�Ir MUIREMENTSPER b Dade Count Fire Department or the a CK W C) � EA';�,F�ir4�'� Y Y P appropriate Fire Agency with � W � DepartmerttofHealth installations in accordance wish Authority Department standards. z M I I I sewer lin _ 12' 5.5' 1.Stnm,drninagetinesareesateexemPrPtcassaat�' `�' 6. Contractor MUST call the Miami Dade Water and Sewer Authority � C7 J Fr ri;rrs;irn 'n+;nage ret chos are exempted. Q N o Department Inspection Division to arrange for a � tionbet.�'eenwaten:ratnsaad P P 9 pre-construction meet g APPROVED z � _ m „ „ I 0 ?., Minitntmt to feet horizomal scpara and utility locations 48 hours prior to proposed start of construction. W Z PARCEL A '1ewerlinesismquircd. if unable matntatnntinimumseperarinn WATER SUPPLY ON W rn homontally.aach Pipe shall be shelved with minimum 13 inches STATE OF FLORID Y 4\ verticalseparwton. 7. Department personnel will insect all facilities approved by this DEPARTMENT OF ENVIROAj)F,fiINTAL CTiON 3 M� �eanI&inch verticalsepmItionftom=ter Department. All other requirements of the permitting agency shall be BY Z �• s. �'•- in accordance with their stardards and requirements. MIAMI-DADE DEPARTM� NT OF H ALTH + lines. + 4. Sewer lines,including laterals,must have 13 inch vertical Permit NQ O clearancebzmeenwatermsinsond/or6inchesminimumcie�'tceif 8. Work performed under this Froject will not be considered as complete sewer live is DiP. Storm drainage lines are exempt if DiP water P until final acceptance of the system by the Department annd until the 125469-9 D `DSGP �� main separation of 6"istrwintained and both pipes have no}oints following documents are received and approved by the Department. Date: wiwa 19 f�l pf iwe=aion. DRIVEWAY NOTE:THIS APPROVAL IS NOT INTFSJD[D TO COVER STF ��� I. Easements if required. PROP (2)- 1" DOMESTIC w v WNER: WATER METERS AS 2. Contractor's Waiver and Release of Lien PER W.S. 2.10 3. Absolute Bill of Sale THIS PROJECT MAY NOT BE PLACE INTO Q PROP 300' OF 8" 4. a. Contractor's Letter of Warranty (i.e. Letter Agreement) SERViCE�UNTIL FINAL CLEARA IS 92.00' D.I.P. WATER MAIN b. Developer's Contract Bond !.c. Contract Agreement) OBTAINED FROM MIAMI!DADE C01 Nut 5. "As-Built" 4 mil Mylars 24" x 36" showing specific locations, DEPARTMENT OF HF.AhZL1 depths, etc., of all water facilities as located by a licensed o + I + surveyor, along with two (2) prints of the "as-built" which have o D been signed and sealed by a Registered Surveyor or Engineer of + + O Record and endorsed by the Contractor. p� 00 I I co c6 9. All new connections from eylsting Department mains to be made by N I N Department forces ONLY. The Contractor to excavate at required g locations, provide and install material with fittings, prior to tap. 3 6 0 3: 10. An approved paving and drailage plan must be submitted to the Miami cov „ l� C i I 5 5 - Water and Sewer Authority Department for all new subdivisions prior �A N co PARCEL B I I N to approval of water and sewer permit plans, upon request. t/1 0 0 0 0 s z a� GENERAL NOTES ( NOT PART OF MDWASD APPROVAL ) I 1 i DEPT. O� o PROP I" DOMESTIC o DADE COU �d lv�l 0 WATER METER AS I + nnq� r !fin r I. A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED BETWEEN WATER ` 0131RECES ClJi �6"°�'�''`t'i` i l AND SEWER MAINS. WHEN THE 10 FEET HORIZONTAL DISTANCE CRITERIA CANNOT PER W.S. 2.10 �`� I '�_� 'q��� S C�" . . BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, THE SEWER SHALL DRIVEWAY M . BE CONSTRUCTED OF DUCTILE IRON PIPE WITH MECHANICAL JOINTT.HIS ACCEPTANCE IS VALID FOR OIL 1 DD �` �D'�D AND DOES NOT RELIEVE THE � ,� ° �� iD _ a2riEC tit' -- ! 2. A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE MAINT��t�� - s4 BETWEEN ANY WATER AND SEWER MAINS. THE SEWER SHALL Bi€� WKIR Vt% I� TRA 'FOR FROM 92.00 � II CONTRA I, far il' I�ircci; i! SINGLE 20 FEET LENGTH CENTERED ON THE CROSSING IF THE MINM)�(�LUt�I�'�IFC�`UT r. OUNITY ANC t')�te: 1(tis ip ,�.: { is a^� ?; .r �` ,,,r, , ( ;, DISTANCE IS LESS THAN 18 INCHES OR THE SEWER IS INSTALLED �M Rffd@{REEINIFf,JS ANID AGREE lel WATER MAIN (REGARDLESS OF SEPARATION). ME-NITS. TW7 s.-:r r ry ,�lr �7 Z t P �'1 i 'S F6 rr 7 I i .!!°3:,C 1 ION , , ;AL_L S ra(.Yi 17 a 3. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER P1�#�IL``I�h�S " ^ . DRIVEWAY I I I I ARE EXISTING AND THE SEPARATION REQUIREMENTS CANNOT BE MdOU @PEEI'AP" Y�t '�,l+r;,T O ANl! PROP. 12 MDWASD CONSIDERATION MAY BE GIVEN SUBJECT TO A COMPLETE EVA S U RV E'Y 0 a EASEMENT AND PROPOSED CONDITIONS. WORK. W 4. THE MAXIMUM ALLOW ,BLE EXFILTRATION RATE OF GRAVITY SANI U A @A19i Rt-ERA- ']AGE Ef F1!-1 R AT10f`) ( � c CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL VA-FLFTNaeL,O�- AS PER k t,( "� : +j GALLONS PER INC PIPE DIAMETER PER MILE PER DAY FOR RESID UTI� L 1401-,1;5E2 OF '•E T� :UPPZ� II AND TWENTY (20) GALLONS PER INCH PER PIPE DIAMETER PER �p pAoXFOR'oR O PROP. INLET No. I NON-RESIDENTIAL LAND USE. OD o RIM ELEV. 12.00 ST ,I ARDS. `d INV. ELEV. 9.00 5. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROT C Jz O_ 1/ l l (�D u„� '*' PARCEL C SHALL BE EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESS lul ' �rad'�;y�� THE DUCTILE IRON PIPE EXFILTRATION RATE SHALL NOT BE GREA1� �f�}ACN �'�E � �A �,^ter,. E ,,., �I�• ., PROP. INLET No. I ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORK9kW-SQ Tr N .r ., .,r !' � SEAL;:• I J5110 STANDARD (AWWAS) C600-82 AT A TEST PRESSURE OF 100 POUND, ' w� r?'R7T a ,,±r y +Tr RIM ELEV. 12.00 17 24' INCH. INV. ELEV. 9.00 �iil llr.�`1T1-Ps.Gr" 1'r`a: :` .v U , PROP FIRE HYDRANT )_pp,QE `�+ AS PER W.S. 4.5 THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN EXFILIV�T # �A Dire AA MMI�RATE SHALL NOT BE GREATER THAN ONE-HALF (1/2) THE ALLOWABLE LEAK,aQA te�r�TIdISEL; [�SPECIFIED IN AWWA C600-82 AT A TEST PRESSURE OF 100 POUNDS PER SOIAS T r p FIRE PROTECTION RElUIREMENTS INCH. 99 ;o IND{CATEA MINIMUM OF: 6. THE CONTRACTOR SHALL VERIFY NATURE DEPTH CHARACTER OF EXISTI STA. 2+92 UNDERGROUND UTILITIES PRIOR TO START �OF CONSTRUCTION. m P.E. . 44207 PROP 8"X6" TEE N I Hydrants) WAT 9. E OF FLORIDA CHANIN LINK FENCE I 7. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUC9WI` SCALE: 1" =20' ��+� Spaced a mix. of J'wCC� Ft• AT LEAST 3 FEET FROM ANY WATER AND SEWER' MAIN ,AS MEASURED FROM THE • X X X 74.41 to meet Zoning OUTSIDE BELL OF THE WATER AND SEWER PIPE TO THE'OQ, S,JDE IO•F THE UTILITY DATE: 3/16/99 S 890 35' 57" E 127.00' PIPE. rf- „k rt F3 /� ` DRAWN BY: G.Z. Date, y� C� WHEN THE 3 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT STA. 3+00 (Mia ads County Fire Dep6rtmerst) POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER CHECKED BY: G.Z. PROP 8" PLUG PIPES BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION. PROJECT No. VALVE W/ 2" F.V.O. OT m. AS PER WS 1.61 9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, 99112 APPROVED BY CABLES, ETC. IN THE TRENCH PARALLEL TO AND ABOVE EXISTING WATER AND SHEET No. ��� � J 2000 1;a�A�V1i-Q,�®� GDv��I �tiE�i G�P��T���fd� SEWER PIPES EXCEPT WHERE THE CROSS. ANY DEVIATION FROM NOTES 6, 7, AND 8 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND SEWER ]Dade Count Department SPK 6LDC. PERMIT CNSiTE UTILITY. CC= 2 ofPubhc Health WATER MMIN EXTENSION 2� 2_t0 _ Uc? 25- 10. A NON-RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP Engineering Section IDATE� gY - ��c-t � TO RECORD THE TOTAL OPERATING HOURS OF THE STATION.