00-0495-006 10 5 — 10 51 -=1 ,> ;r REVisioNS
W5 -� ST SANE
FN IN
,. � ... ,., FN
CONCRETE
ON FL ,�ti� ti� � N89'S7'S8 'E X28,00 tiQ. ON FL
-- -
t ` c I ���
.. S.W. 56th ST.
2.
i I MILLER DR.
t 2 OSEO GR
{ 16
_. _ __— ___— _— ..__ _ I VOSTGRADE� � . � �
.� .yon I
�110f .y 1 1
T , X 4• V TE K Y 1 4
14
ATERIA
I I I. _` t C M U N I T Y I 3 0f`T " UNKNOW MATERIAL-MATERIAL AND ELEVATION
„ i I PROPOSED FPL SERVICE PROPOSED 6' FRENCH DRAIN
VERIFY IN THE FIELD AND TOP OF NEW
WATER MAIN SHALL ATTAIN A MINIMUM CLEARANCE OF 1181 IN BE WEEK. CLEARANCE OF 181 IN ETWEEN.
' AREA I 1 CL ARAN E OF 1&• B TWEEN.
12
I
14.45'
� �_ -- — - --- . -- _ ---------- - - _ M
1
00 0 .
I 10 Tome er � 10
I _,_,.)
tip
P VIDE 7 SOFT 1 i , o. rr r ffQ „ Q LJ-
CONCRETE ANCHOR CONNECTION AS PER I 3Q _ + ,.-° , i�?! i3ip tGP�'1 t?
I DEAD END AS PER I I M,D,W.S•A STANDARD I { U ... R .. . L
f I 1 I� � of � u u
M.D.W,S•D STANDARD DETAIL WS 4.11 j
DETAIL GS 1, I 8 7'—11 " N 3 4 3 y 34`-C.1
CONNE TI AS PER
M.D.W,S
STANDARD 5 I C7
24f-8" DETAIL WS 2.1a _ J �, I i I 10" d
L_^ _ �—
— I8° GA E VALVE I I I OK
I TIE T TEE 6'
VALV 1g9X , It
(WASD S-1.
NNE y A R
M.D•WS.D TAN DARD. . ~ E (�' PROPOSED GRADE I\) LL
10 , DETAIL 4.5 M i ' '
LLa L1J
I T I M D W S A
CONNECTION I M.D W S D ISTANDARDR I L.! I J I , 2 9 2'-4 a 14 14 Q 1
I ��
I I DETAIL WS 4,11 I DETAIL WS 4.11 I I
I _ � �
II 292'-2/i , , u i i ` i I I '�2' 52'-8,/ W
58 2 I I I 12 12 <
I I M I , 4` : W
4' ' I I I LLa . .
o f 14 10 10
I { I I I C7 0
,M N CL
.. I k--_— �..__ _ nti,r,..A,.-r._..�^�r+- _. _ _ . I I�.,*� a'" b 1• w! W'Nw
ti
I ' I J Q V1 X M
CONNECTION A$ PER j I M.D•W•S.D STANDARD { T
2 1 DETAIL WS 4.11
I I M,D.W,S•D STANDARD I 1ti • �;`�y''�' .
I I I D AI, W 111
(
'
1 i _
51 —1a 1 I I I I 51'--10"
WATEP\ MAIN •44 *..
C0 I I I 1 ��►� ,4C P f(
// /
c
I ( M.D.W.S•D STANDARD
CONNECTION AS PER t I
1 ( M,D•W.S.D STANDARD 1 DETAIL WS 4.11 I I SgiC
(
1 - �ItiATCk, � ''1�•
5 F/_ " pATI=
52`'"2" ' I ( I ( -•
� I
EXIST, PRIVATE SAN, I I I I { j _. . LL
PUMPING STATION ' I 12 EASEMENT I 1. All materials and labor=W this project be in strict accordance with the
I f MiarrwDade and sawe�Autl ty depargrent and shall conformto the standards and of the
1 �
{ a q I TYPICAL __......I......................................_. ` { 1 1 I specifications available and file with the Department
LLJ
1 I
MATCH � I , 2, Cover over water lnains shall.be 4'-0"• �
a b 1cJ
" 1 5' X I S T, I I 'ti '� A 3, All water line valves shall be installed complete with 10 riser pipes and No.3 valve In
EXIST, 6 WATER M. I N i E �� h`� h�' I 2 Q boxes.Fire hydratts aTA service valves shall be installed complete with 6"riser.pipes andNl o.2 L L co
3I4•, values boxes,
NEW 5' WIDE G ,NC. SIDEWALK �1 '�"
� F P 0
.. •.-_ . . — A$ ER P -D AIL R-131 ASP DRIV AY 4. Al water�temwiUbe installed by the Hama Dade water aril sewer Authority Department �/ Q`
RAW LIP 5' SIDE WAL
MA Exi 1 G providing the appropriate charges have been l��• > (Q Q
g
32./--10" 3 0,-�8" 3 8,—1 Q„ �_L3 2'— 0,r 0'�'8 3 2'—10" 5. Fire hydrant requirements(number and location)shall be as required by Dade Country Fire U �_ In
I
Departtzteirt or the appropriate F�Apncy with instal�tiozrs in aecordazice with Authority � �
I) parttneit standards. L1� (�
EXIST, 4" SANITARY FORGE MAIN I Q
6, permit and pr.
Contactor call MDWASAD itaspeetion Division to arrange far a a e- („L J I,1.,) _.,_I ..-.� �
(
construction 48 hours prior to proposed start of construction. LL.
LLJ 35` 24' 37,9' PARKWAY I olwrll fa4rut a
N T he p2 by
arttrant, the
S I � artineirt act all ''Res a vai. this All o �
lF F� �- requirement of the peritritting agency shall be in accordance with their statxiards and (,
<c ��
MILLER D RI / 6th ST ) A M s1 a o < . .
8. Work performed tinder this project will not be c widered as conVlete tu1t�final acceptance
p of the sy stem by the Depmtn=t and mfa the following doour"are reeerwW approved by � CL
the Department.
rxlent
} -..---T ^- 2, Contractor's Waiver and Release of Lion.
�\ 0/{- $ ..PAVEMENT RESTORACION PRAWN
EXIST. BURIE TELEf?HC1NE CABLE PER DARE CO. PWD 3 Cmtra toesLfsale
.. ( Let t
4a.Colrttaator's Letter of Warty i e.,
N,T,S, EXISTING 24 ASPHALT PAVEMENT AS .Dave Pte' M D C
DETAIL R 21.1 _
let' ,
... . ._. --. " - ;. -- W.M. ,.. ---- _ .. .�.._ . y vg depths o£all water
l2 W.M. ------ _ —�----
or a1 with o b
1 --'--"'- � b "As-Built"4 ,�A"x36"showing rng t, specific lgcations, etc., w
_ PROVIDE 7 SOFT
,_. ; . ' ' located by a licensed survey ong 'th tw ( )prints of the as wilt
PROVIDE 12'Xia^`X81 TAPING CONCRETE ANCHOR (which have been signed and sealed by a Registered Svrveyor or Lugit=of Record,
SCALE
CONNECTION AS PER DEAD END AS PER aWendot�dbythe,coittractor.
M,D,W•S,D STANDARD DETAIL .. _. M A�.W+S:I1 STANDARD U J (�4 Q`
S 18 A
DETAIL GS 1.1 A SHOWN
1 9 ONLY co tractor to wdstuig Departments'mains to be made by Departmet>t foroesh
,- ��",.�g: Yp AU new contractions ���
2 2T1,8 con excavate required locations,provide and rnstall material with
fi t
257,70' ... - - ,p to WAS or
tongs prior o tap.
�•-d 10.An appro i.paving and drainage plaza must be submitted . NO . AD f all new
// .._.. / - EXIST, FIRE subdivision prior to approval of water attd sewer perizut plans,uponlequest, &P
WATER PLAN HYDRANT CN,T,S.) Q' �0 `�
SCALE O 3 Z Q.... WATER & PROFILES
m . . EXIST, 4" W.M.