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10' _______52/-2// r. , 52 2.- _ ,� X10' EvlsioNS
51' 10" 51'-�1 '
SW 55t ST ANEr,
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FN IN FN
CONCRETE o . ti 228.00' Q ON FL
ON FL N89 57 58 E _ �_ _ a � _l
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5' S.W.S•W. 56th oad
I MILLER DR.
P OSEO GRA
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16 61, 0 0 16
I I , A- - VOST GRADE Mh � `��� � I I � I I -- - - -. I L- ❑ T 7 ❑ T 1 I 14 I Xl 4' R VATS ANI ARY F E MA 1 4
MATERIAL MATERIAL AND ELEVATION
UNKNOW C ❑M U N I T Y ' /' VERIFY IN THE FIELD AND TOP OF NEW PROPOSED FPL SERVICE PROPOSED 6' FRENCH DRAIN
8 6'—4" I 'J I I I I WATER MAIN SHALL ATTAIN A MINIMUM CLEARANCE OF 18' IN BE WEEN. CLEARANCE OF 18' IN ETWEEN.i /� I� [ /� I '1�' 1 CLEARANCE OF 18' I BETWEEN. 1 f-j I� [_. (-1 1 .45' 10.45' 10.45'
%Is I // 145'--- - - - - - - - - -- -- _ — - -- - - - I
�� 1 .00' 1 M //
8 Diameter i m et
M
10
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� SOFT I I � • w a W NNML8�'11
PROVIDE 7 SQ 3 0' �-8'/ I CONCRETE ANCHOR CONNECTION AS PER I 0 Q � �s o�M = 1l 8
DEAD END AS PER I M•D•W,S,D STANDARD 8 "a + z, `* LO
M.D.W,.S.D STANDARD DETAIL WS 4.11 I �. >K a ` a c�
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DETAIL GS 1.1 " ' � 8T-1111 11" `^ 34,_3„ °� y 64 —9" �' "_ ►. '
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nj CQNNE T IO AS " ti I V �
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M.D.W.S STANDARD W
DETAIL WS 2,12 I ,
24, _8„ _ _ � - I \ p_ < .
j18° GA E VALVE I i v
TIE T TEE 6' d-
I I VALV BOX
I WASD S-1.
=NRE-UMN AS`IFEft f / PROPOSED GRADE
/ M.D.W.S.D STANDARD N �--
10 � E - 1.
K DETAIL WS 4.5 LJ
16 16 ILI�
_ _T z Ln 00
1
CONNECTION ASP CONNEC ION AS PER
A
❑ T 3 I 292,_4„ 14 14
I I
LOT 0 1 M,D•W•S•D STANDARD M I I M.D•WS•D STANDARD L-» I I Q •
I 1 DETAIL WS 4.11 1 DETAIL WS 4.11 I I I �
to
LLJ
11 292/_2// 52/_2„ i i o ► i o I i 52 2 12 12 Q W Q
I 10.45' � •�
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Z I I I I � � W
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' I ❑ T I I M.D.W.S.D STANDARD lJ I J > `� c�>) [ 4
CONNECTION AS PER !
?r 1 1 DETAIL WS 4,11
I I M.D•WS•D STANDARD , sl
J
I I 1 DE A L W 411
51' 10
51 10
I I I I I � r , �„ € �•
WATER MAIN PR [IFILE
I 1 ► ' ' _ _ -- SCALE 1 30
- I B -° Ab
I I CONNECTION AS PER M I KD.W.S,D STANDARD I i I •1a'
I 1 M.D.W,S.1) STANDARD I DETAIL WS 4,11 I I
t 1 I I I 5-)/_2//
52/_2/,
i I
I I 1 I 1 WATER NSTRI.�CTI_ONST•AND RD REQUIREMENTS �
EXIST PRIVATE SAN, I , 1 1 , u
PUMPING STATION ' I j 12' EASEMENT 1 I I I 1• .All materials and labor under this project be in strict accordance with the requirements of the
1 Miami-Dade and mverAuthonly department and shall confonnto the standards and
TYPICAL L................................._... I I ❑ 1 I 1 specifications available and file with the Department
❑ 4 I -- w
—_ ( I
3 I / 2. Cover over water mains shall be 4'-0". (�
MATCH ° i , b 15/
3, All water iT1aA1 lme valves shall be installed complete with 10"riser es and No. 3 valve D
151 EXIST, I b I ti tin p� If)
EXIST. 6 WATER MAIN I I �� h`'� Gj I Io' boxes.Fire hydrants and service valves shall be,installed complete with 6 riser pipes andNo.2 j co
20�.
_ ,._
F P 3/4" valvesboxes.
0 13 I NEW 5' WIDE C NC. SIDEWALK ' .
' 4. All water maters will be installed by the Miami--Dade water and sewer Authority Department
AS PER PWD-DETAIL R-131 5� SIDE WAL. ASP DRIv AY
R/W L I N E MA E X I G providing the appropriate charWs have been prepaid. n Q
g - 3 2'—10" 3 0,�,8,, 3 2,_10„ _ . _
�L_32'- 10" 0'_g// 32'-10" I F by q ) required y Country O J C�
5. Fie hydrant re uireinents(number and location shall be as r uiitd b Dade Count Fire
Department or the appropriate Fie Agency with installations in accordance with Authority r
Department standards, _J W 0 N
T-0
EXIST. 4" SANITARY FORCE MAIN I �
_ _ - _ - —- - - - 6. Contractor MUST call MDWASAD inspection Division to arrange for a permit a pre- ._J
FF.M. --- - - - - - " ' - - - ' _ I construction meeting 48 hours prior to proposed start ofconstruction. -" LL 11 37.9' PARKWAY I 0
� � O
W 35 2 7. Tkpartment personnel will inspect all facilities approved by this Department.All other 0 Q
requirement of the permitting agency shall Win accordance with their standards and I U �
r / •�s � � requirements 0 �
cc M ILLER D � I �/ SW . 56 -th ST ) A M
ti 8. Work perforavd,under this project will not be considered as complete until final acceptance � Q L4 — T
of the system by the Department and until the following doctanents are received approved by o- (n oo n
the Department.
1• Easeavots,if required.
-�-1 { - .�,_ .. _, _ - _ B,T B,T. r Rel asa of en.
_.--.,.--., �� 2. Contractor's Wane and e Li
3. Absolute Bill of sale.
$ --. RAVEMENT RE'STQRACION
30'+ EXIST, B U R I E TELEPHONE CABLE 4a.Contractor's Letter of Warranty(i.e.,Letter Agreement), DRAWN
EXISTING 24" ASPHALT PAVEMENT AS PER DADE CO. PWO
N.T,S. - --�- r' Bond '
•� � � DETAIL R 2L1 b Developer's Contract Bo (i.e.,Contract A emexit).
_
--1 " W M -- ----- - ---- -- S. "As-Built"4 mil Mylar 24"x 36"showing speck locations,depths,etc.,of all water MDC
'
PROVIDE 7 SOFT _ facilities as located by a licensed surveyor,along with two(2)prints of the"as-built" SCALE
PROVIDE 12'X12`XS' TAPING CONCRETE-ANCHQ� which have been signed and sealed by a Registered Surveyor or Engineer of Record,
CONNECTION AS PER
W endorsed by the GOT1tT8Ctor.
_ _ AS SHAWN
DEAD END AS PER
M,D.W,S,D STANDARD DETAIL M.O;W,S.D STANDARD a
Q DETAIL GS 1.1 R40/ d--
I GS 1.8 [
w 9• to excavate at required locatio p e install material with 9 2
All new connections from existing Departments mains to be made by Department forces J
�.. 22,8/. , , �2 2�1Y F8 3' � ONLY The contractor locations,provide.and' teri 9 Z
. fittings prior to p
. � rio to ,
257,70' � •
LL� � 10.An approved paving aixl drainage plan must be submitted to MDWASAD for all new `
subdivision prior to approval of water aita sewer permit plans,upon request.
WATER PLAN _ EXIST. FIRS I S C A L. E 1 // 201 � (�/) HYDRANT (N.T.S.)� � 10'-x`-10` Z Q. WATER & PROFILES
EXIST. 4" W.M.