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25` S.W. 56th ST. a
1 MILLER DR.
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�I �� MATERIAL-MATERIAL AND ELEVATION
C ❑M U N T Y �" VERIFY PROPOSED 6• FRENCH DRAIN
VERIFY IN THE FIELD AND TOP OF NEW PROPOSED FPL SERVICE
WATER MAIN $HALL ATTAIN A MINIMUM CLEARANCE OF 18' IN BE WEEK. CLEARANCE OF 16' IN ETWEEN.
I
AREA t'"1 1 `� C EA NCE OP 1 ' BET EN.
I I I 12
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a o
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P VIDE 7 SOFT I tt / p/r �i a� 'v {, �jr°. Q
C NNE TION AS PER 1 30
c� °� �tt� I� �N t" �„ IIia t�r��
1 CONCRETE ANCHOR O C � � - 1 .
I DEAD END AS PER ' M.D.WS.D STANDARD I $ LO
M.D.W,S•D STANDARD DETAIL WS 4.11 Q�'
DETAIL GS 1.1 ># , ' tr 0 H i rr ; bIPA r
i
8 7 --11 4 —3 �° N �' Q
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CANNE TIQN AS PER _— —• . —I �' + 2 L1J
M:D•W,S . STANDARD ., I I 'rr
4,_o,� DETAIL WS 2.12
444......... ..._ ,-. '"' I 180 GA E VALVE
I 1 VALL,V TggX 6'
- -
�1_ 0�� I WASD S-1.
'NNE � �..._ _.. fU N C� I
IQ M.D.WS•D STANDARD 1 PRCpasfO GRage
1 K DETAIL WS 4.5
16 Z
I --_ � � QO
—_
CpNNECTIQN ASP CON C ION A E (''�
l _ 1 M.D•W.S.D STANDARD } ( i M.D.WS,D STANDARD ( O T ( 1 292 —`'�/' 1 � 14 �fi
{ I DETAIL WS 4.11 I DETAIL WS 4.11 I I
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{ I 292'-2// I I I I i tiz 52 �2 Ll_I
52 —2 `-1 I i I I 12 12
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10
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Z* l� W R A
2 I _ ❑ T I CONNECTION AS PER
I M.D•W.S.D STANDARD I I ` q .o�v3r
DETAIL WS 4.1
I i M.D.W .D STANDARD I i
` I I D A L W 11 �
51'-14" 51'T10,,
WATEP\ x r
S .CALE 1 // - 30 /
APPROVED BY
MIAMI-MME COUIR FIRE DEMMENT
Ct7NNEGTION AS PER M I M.D.W.S.D STANDARD
ti
l ( M.D.W.S.D STANDARD ( DETAIL WS 4.11 I ( 1 tick
WATER AMAIN S�+IS"
i I _
j ' S 2,_ „ DATE .. ..w. _....,. ...., ..,- .,,..........._.. , ,
52,_2/. I
1 I I I ( I WA1�' R CON$"I 2 xUQN ST �-REQUIREMENTS Q
EXIST, PRIVATE SAN. I I I I I I I LL
1. All..rr>aterials and labor under t11is Project be in strict accordance with the requiretner s of the
PUMPING STATI N ' 1 12 EASEMENT {
( 1 f Miam%•Dade and suer Auths�rity department and shall conform to the standards and
TYPICAL l......................................... I ❑ 1 I ` specifications available and file with the DepartnWA W
{ MATCH � � I � II 2. Cover overwatermauls sha11 be 4'-0+�.
° 1 15
w 15 EXIST. oo ( ' ti '� i A 3. A I water main I=valves shall be insEalled complete with 10 riser pipes and No.3 valve L
EXIST, 6 WATER M. IN E IS , q 3 ti „
I h' �' . . , _ boxes.Fire hydrants acid service valves shall be vastalled complete with 6 user pipes o.2
Q
r 2
co
3�4" valves boxes,
NEW 5' WIDE C .NC. SIDEWALK F P
I �, S W 4 ade water and sewer AuthOnt art s
_, (... AS ER P -D TAIL R-131 1 D E A L M E A wiltbe ulst , the Miami y Dep
I All water meter aped by -D
R/1nt L I Nl ASP DRI V Y the to char s have bean aid. f Q
A XI G y��wyy�y � pp
32"-10' 30'-8'- 3 2 10. '—1 Q" 0,�-8" 2'—1 fl" 5. Fire hydrant requireunts(number and location)shall IV as required by Dade Country Fire
` l Department or the appropriate Fire Agency with installatiom in�with Authority ( �*
.. .... ..:: .. . .. . ..
axtnnent stasxlards •
`� EXIST. 4" SANITARY FORCE MAIN
MDWASAI) vi t and pre•
I 1-
_ 6 aDspeetianDi.'sign o arrange fora permit a LI„J _,.1
s or to proposed start of- -• ----.......^.__. ._ - -4 u F.M,-•— - --}—•-_ . _. —.... . .. ,.._.__._,_.__ -._• __- --••-- 4S hour
_ Confiractox� _
{ construction prior propo (n („)
35` 24 37,9' PARKWAY
N,T.S. 7. Depart+z rtt personnel will itaspect all fawlitios approved by this arttuent.A11 other ^ (�
> ( 1p.P requimerg of dv pernitong agency shall be in accordance with their standards and CL
�c F MILL DR.,iAl . 56
,� ,S� requirements
8. Work performmd tinier this project wM riot be considered as complete urns final ice `� Ln
�" of th13 system by t DepartTr�nt and until the following doeurnsnts
are received approved by I- cn co ��' a-
{
. s,' required.
_...,,. �- R,ol ase o Lim,
�" r'
{� 2. C �eto s Waiver e
-F PAVEMENT RESTORACION .
30 — EXIST. BURIE TEI�EPH�INE CABLE Absolute
rector's Lit (ie.,Letter
4a.Corn ter of Warranty ,A�ream>✓nt),
N,T,S, EXISTING 24" ASPHALT PAV 'MENT AS PER DADe CO.cp PAID DRAWN M D C
— — _
- �---,. _ _______.T 12' W.M. �- .r...f E-.�- - W,M. 5. o f as built
TAIL R 811 1 �. �,_•,,,,• b Tt°°4�0�' Iar��x 361 showing specific Io�ions,depths,etc.,�a#'all water
FRQV IDE 7 S T f located by a licensed a<uveyor,along with tEV: ( )pants o the
PROVIDE 1ee°Xic"'`X$° TAPING CONCRETE ANCHOR wh h have been signed and sealed by a Registered Surveyor or l?atgineer of Record,
SCALE
CONNECTION AS PER DEAD END AS PER _L, and enamel contractor.
M,D,W.S,D STANDARD DETAIL M.D:WS:D STANDARD
U� 4 0' �'� o A
��
r. GS 1.$ DE AIL GS 1.1 9
Mw connections from existing Dept mains be trade Departmit forces
.. YR � . All to by h �
ZT1,8 � Lj O LY.'fhe contractor to excavate at required Iacations,provide and install material with
99-22
257.70' p t
tt�,prior o tap.
LI-J 1G.An approved.paving and drainage plan mug be submittOd to MDWASAD for all new
sltbdivisioli nor to val of water slid sewer perx i plans,Won request W. ...
WATER. PLAN
EXIST, FIRE j I p
SCALE 1 [,.. O � (/') ,� HYDRANT (N.T.S.) � Q Ti o � � WATER & PROFILES
EXIST. 4" W.M.