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FN IN W 5 5 S T '- AN Er l`, � :r'" REVISIONS:
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CONCRETE�� ,Yp• ^� N89O57'�J8"E �` _
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MILLER DR.
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E�OST GRADE I 1� a'v y
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' { ' MATERIAL-MATERIAL AND ELEVATION
C ❑M U N I T Y ( 3 0"�-�" UNKNIIW,
VERIFY IN THE FIELD AND TOP OF NEW PROPOSED FPL SERVICE PROPOSED 61 FRENCH DRAIN
1 ( WATER MAIN $HALL ATTAIN A MINIMUM CLEARANCE OF 1$° IN BE WEEK. CLEARANCE OF IS- IN ETWEEN, ;
A 1 CLEARANCE OF 18° I BETWEEN, q
q .10,45! i 45' i ' 10.48'
Is 18 M ik
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Ia iometer ► r 10 'I
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( PRCIVIDE 7 SOFT ( J I n i `" in 'sr w • v 8. (
CONCRETE ANCHOR CONNE;CTIQN AS PER I ' 30 "8
DEAD END AS PER 1 M,D.W,S.A STANDARD I r�'" ° T� • » Diem ter' �I ;
M.D,W,S.D STANDARD II DETAIL WS 4.11 Lo
DETAIL GS 1.1 x 10 Q-7 q * a w�
i i u S_J / ' L!' spy /� , u ca N /1 C:(# o� of D� '
CQNNE TIQN AS PER ——— ' 2 W
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M.D,W.S STANDARD " ' ' f I _ E7 Li
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/-8// DETAIL WS 2d2
I TIE T TEE 6" I I K
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VALVE
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G�NNEZITI�N A�IZ I WASII -l. _ ,. __..,—...__'__..._._._.__.___,—_ �,D
1 O' M.D.W.S.D STANDARD. h-- -. .- 'W 101, PROPOSED GRAM N (}/ ..
K DETAIL WS 4.5 } I C L�._
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CQNNECTIQN ASP CONNEC ION AS PER I— � j — T Q ' n
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LOT 6 I M,D•W.S.D STANDARD I t M.D.W.&D STANDARD { LOT T— 3 ( ( 292/-4// � � J
I I DETAIL WS 4,11 I DETAIL WS 4.11 I I 14 14 < _
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I — — I CONNECTION AS PER � � M.D.WS.II STANDARD I � � {
1 M.D.W.S,D STANDARD DETAIL WS 4.11
r i I DE A I., W 4.11
1 I r� •':.ter `Y t,
51' 1 p// I I I f I 51'—10"
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M,D.W.S.D STANDARD I DETAIL, WS 4.11 J I
APPROVED By
EXIST, PRIVATE SAN. i i I I I i d iA�l1-D C C4�f�f�Y H DPPARMI Eff WATER r�t��IS�',�•�icnQNL A � Qla
PUMPING S T A T I N ' I ' 12' EASEMENT } ' j I ' w" df f ,......�f 1. All materials and labor under this project be in strict aecordsmce with the requirements of the
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TYPICAL I..•.•................................_. I L ❑ 1 I ( Sit ��� Miami Dade and sewer Authority department and shall conform to the standards and
WATER t y specifications available and file with the Department
I DATE (�
2, Cover over water mains shad.be 40"
�
MATCH i � 3 I � I , •
EXIST, 6" WATER M IN I ' EXIST, , c� '� rF, oo ! ' ti 1 , pb 15
�' lrj �' I to Gj 1 3. AlI water main Ike valves shall be installed complete with 10 riser pipes and No.3 valve Ln
8 p' ,.- boxes,Fire hydrants and service valves shall be installed complete wxt116"riser pipes ax dN6.2 Q I ►-.�
' NEW 5' WIDE C NC. SIDEWALK + F P 3!4" valves boxes, z > �CO
Irl el A fn- � - - R/W ERI'T TAIL R-131 . .. . 'j' SIDE WAI.. ASP DRIV AY 4. All water meters'willbe installed bytWMiami-Dade water and sewerAilborityDepartment Z @ L ('o
la MA EXI G provldin$the appropriate charges have been prepaid. Q
32,-10„ 30,_8„ 32/_10,/.._ �-L32'-10" 0'-8" 32'-10"
S. Fire hydrant requirements(number and location)shall be as required by Dade Country Fire Q
�p Department or the appropriate Fire Agency with i pstaltations in accordarrs�with Authority (�,
EXIST. 4" SANITARY FORGE MAIN I Departmerrtstarxlards. Q N
W 5 f i 6. Contractor i call NMWAW it ection Division to;+mange for a permit and a pre• w W _,•J J L17
N,T,S. ' 3 7,9' PARKWAY I construction meeting 48 hours prior to proposed start of construction. U LL
I 1� /� 1� I ' 7. lepam=t persorxrrel will inspect all facilities approved by this Departrrxent.All other _"
MT I ( n (� T �`jf `,�/ -}- t-- requirement of the pernitting agency shall Win aocardance with their starxiards and
1 L.._ L E I S L I\..L V1. `�'� 5'6 "`� h S T ' A M s ( � requirments
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��� ' ,• ��... �� �� �� °" 8. Work perforrrod under this project wl not be considered as corlaplete>znt11 final accsptanco ' ` I.J'}
system by the Department and until the following documents are received approved
t4[ , f the D, ammat.
-" _....- 1. Easea=ts,if required.
`
30"+ T PAV M NT REST RACI N B.T. 2, Contractor's Waiver'amIRelease of Lien,
EXIST, BURIE • TEL EPHQNE CABLE E E Q Q 3. Absolute Bill of sale.
N.T,S. EXISTING 24"' ASPHALT PAVEMENT AS'PER DADE CO. PWD 4a,Contractor's Letter of Warranty(i.e.,Lotter Agreeriz'ent), aRAWN
-------12" W.M. -� DE TAIb" R C1.1... -- .� ._ — �T._
---�- °°�- q 1 W.M. -----�_ -� -- b.Developer's Contract Bond(Le,CpntraGt AWeerxrent). M
_ ,,.. ; ,.•, .. . 5. "As Built" mil "x 36"showing ecift locations,depths,etc.,of all water
PROVIDE 12'1X12°X8° TAPING PROVIDE 7 SQFT - Mylar 24 ey ,al ng with two(2)prints of ft"as built"
CQNCRE•TE• ANCHOR facilities as alicensedstxry or,alo SOLE
CONNECTION AS PER DEAD END AS PER which have been signed sealed by a Registered Surveyor or Engineer of Record,
M.D,W.S,II STANDARD DETAIL M.p;W,S•,D STANDARD r audendarsedbythe,contractor. HO
( � GS 1.8 DETAIL GS 1.1 R 4 0 �•- N
4� 1 P� 9. All new connections from existing Departments rr�auls to be made by Departmernt forces JOB:
4,,D L f ONLY.The c�antractor to excavate at required locations,provide and install material with
99-22
257.70{ _ fittings,prior to tap.
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IQ An approved paving and drainage plan mast be submitted to MDWASAp for all new „ , • �,?
EXIST,S T, FIR subdivision prior to approval of water artd sewer permit plans,upon request.
A T E R PLAN
/i / I E
SCALE 2 0 0 HYDRANT (N.T.S.) " n 1 p' 1 p
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EXIST. 4 W.M. WATER & PROFILE>