14-552-007N.E. CORNER OF
/'' .\ / - -• __ . J i __ _ - -__- — -- _ - - - SECTION 24 -54 -40
i - -- _- --- - 48" WATER MAIN
AS- GUILTS �— WA7 '- --
VAT WA
T _ AY
�_ -��- ,�A - - - -- -- p REMOVE EX R y !I
wAT- �-�" G.0 T
+ ,� �_ wAT -- __..__: �_W_- -� _ CONNEC710N --'DROP*
, I .
FBIRD ROAD) .7 p(ISTI SID - ! i
40th STREET
-VAT - ;;l —�- - wATg -WnFf & (TYPE-F-)
W a / /1/ __-- -- '��-t. VAT
GUTTER -
/AT -- A POWER 6 LIGHT .i iF�_ - -�'=i '�_ �_ " `_ WAT AND CU
1
- - -' -
-- couPANYwLr1aL - -WA7
WA _ - _ _ _ -- RIM EL y W AT _
_ W AT --�- -
WA - - - -
- - �,/ // 13.,4 . � �' ___- - - -- -- $ 1 I
_--
-- = WAT —�- _
VAT
� EXIST. FIRE I
` J-
_ - - T - -
- - - - - _
�A7- --' -= ` —• - - -- ..--- - - - - -- -- - -- 1-. .. -.._ WAT - - -' _ -.__ --
_ .. - - -- - - -- _ HYpRAN
-- - - -- - _
WA7Eli SERVICE TO REMAIN; - -- - _. - - -rAT --r' 2� RIGHT OF -- - _
1dA_ _ - -- -
-- VAT - -- --
-_- - -- --- w " ._..__._ .__._. ... •-' \4 AT
; > -- -� I
__- - EXIST__�__WYATER =M IBC -(]P -BUILT ADD 2 PRESSURE- VACUUM- -BREAK b ;� DEDICAT►ONC TO MODIFY EXISTING - 'u5
F� 4 ST. FIRE 'a DRIVEWAY _._CONNECTION _
i�64P1" - 4 TO BE CUT &CAPPED BY _ FOR- IRRIGAT10ff �R- RER -MBWAD HYDRANT_ - FDOT INDEX NO. 515 3 - - _ -- _ }. =: < L ' - \
M -DWASD FORCES_ 0 OWNER'S EXPENSE -WAT 5 �4. SHEET 1 OF 4) - - 3 STOP �g PER _ __ _jay =�- _ � :,c;. �':_`� =- METER YANL,«F �
.` IST. 16 W' WAT• ---� ___ EXIST. BUJ _ -.. -_ _ -- - -_ - _ ` :�4Fy 'Q'�y..' _ _ - -% \ RIN EL. 1294 ;\
EX _ - -- -- ALUMINUM LIGHTn _ - --
��
VAT � -- £ � .= -- ° > EXkSTI�[ QNGRk _ cz . >_- _- -: _ - == =r- - ,I a 1 EL' zed LLEN'S DRUGS t, 30 AY
VAT -- CU - - ___. .. :6 y.- ::',z•'�iy, , __0.,7 -rr i�++ •� '` - -- _- - -- -_ '- ( -_. -_ is A TIGHT a'N sT
wAT REMOVE EXIST. PLUG &FLUSHING VALVE CURB
O' - -r- r Er-. �� _ t- �'s.':`: l`!— �_ r= - I - I 1, PLAT e ,a \ oar 19 PACE
» RESTORATI - - __ -�:z ' :� ; .. _ __ - _- __- =�}, I ! PACE \
AND CONNECT TO EXIST. 12 *0 D.I.P. _ _ -. _- �'' i x' _ _ = -- _ < ° -- I; -� I It = I I
-- - � - -- - ' �i• 4'ZQ'15'• L ��" _ _-- _ �' � I,I 4 � EL 12x9
3 WATER MAIN WITH- 12'-GATE VALVE _ - - -- = ,
_ _.,. _ SIGN
STANDING SI
"L.v� FREESTANDING
-- ~IDEW�- .....•.. '.,. '•,,..' 4-
CONCRETE
J'!
FIRE ! 1 1
IST. FI
EX E
- -_- �1 in I
I I Lfl 1 1 1 L1 I
CROP 1 jc» ,K. ' C PPER - `" _ = ,I - -- -11 N Y
--- - -
_ _- - - -- ` - _ - I ST BAKE 1
I;t - - !, .; \ Yo ;! WATER SERVICE _ _ ,1 __� - - -- - '� I li 15' I RE AURANTI ; O �:
,I.• - 1 J- - _ -i L -- �\ III -' I \\\
F'j Cn , l PROP. 6 - _ - - -- = _ -_ = ___ -_ _ - : �.- I +,! - - ELICIAS DE ESPANA
w 45' BEND_ - - -- -_ `� I D
= 3 - - , - . - I
/ \ a ¢ cn ¢ z w p w {' -- - - = �____ - -- PROP. 6 �_ -__ - -- _ % __:___ 1i —_--,1 �: \
a .� �I ! . -' \ LLETVL II A
`/ <xx� rte,. ►�i ¢t o o u' v ¢ I F - =-� _ --- -- -- 90 BEND
� �j,j = s• HIGH CHAIRLM
j:. T / Y \ CL� (A LL - Ip ••'C • '.e t 1 1 I _ .- __. - - -� I I FENCE
y CD Cn ;1 II a• j— — -:y 1 _ I I 0 \
x / �\! 1 < 1 l/1 `L Z C�
i'1, Yd' _TRA�fi - -- - = i "� — — — — SIGN 1....' • �:.e�' `: - -- I� ,1 I Id II'
!- T \^ (Ymp+ wA o n z N }` ',{ ENCLOSURE ,' f' BUILDING '.;:r I' I I r ! I ! p CREASE MANHOLE
> � t p6AT. � P ' \ ~ — - � : i, 1, _ I I - --- __ ---. ' W RIM EL 1245 V 1 1
Y x (' \ ,/ 11Ef�/ ' 4 •,. 'I CREASE MANHOLE
� 1 r, _AVER �. I . II 1
-1 0
/ S` a - 1 RIM EL 1230
1
? T Y I M
1 t
"'o,
� r
\ I I
x
x l�
I
\ _
> 1
_ I _ 1
\ 4
I
G
1 - Y
1 94 F '.SI GREASE MANHOLE
R 1 •1
P � +
I -G -
I'
. I
r \ 4
� � 1 ILDIN ,
!
r I
w \ \ \ 1 1 1
12 0 D.I.P. -�i ,
SANITARY MANHOLE I 1
> �\ / x AI � , � ,, '. - 1 _ , �. _, 18M EL 12.30 + I tI
I -
1 -
WATER MAIN
1
I
ATE ,
i 11-
n. A 1
— I
�1 R acFlow
-- I
'I
r > ? i , \ rGR
l7 O PREVFN
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1
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1
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1
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P
11
,
r !
Q 1I
\• I I
Q,'FT', . I -- .___._ — I MANHOLE
' i� ' 9 Y '� ; P ,I II, \. ✓ .% sIGN .. - 1.4,VL10 S :N ..'^ 4 - - -" '•' ,'rte �L +, RIM EL 1238 1 111 1
o y , . \ \ ' • / UILDING _ PEA `' -- ! li I I \ GALLERY
I t
x '' Q' I,^.� • O . MASO R`� 1 it B OTOT`fP`ETYr,:�,� ;, ! 1 II, II a GA
EXIST RE �N 'i I I NON- MEZZANINEhPR THRU ;t`:n -..- 0
\� WAIL- To HA R VE �..
X ^ >y�T 1`/��' i` � \' • P IocAV• ACTOR.- GIST - ! I -'1 !I I i! II, SANITARY REL. ;A2E4w2Gli II 1' II � 1,
_ COMP z' RI HAND - - - - --
i I II
%'Y�x <y"�` ; {`�',•y _ _ - ;- ; -6. -- __----- - -1-�Y _ _ __3` i' ',1 ``�' `%�, Co OP.,F.F•E:14.25
_
» \v x /� _ __,= -- _- .. ,� :.. ' S '.' '. �1 I a� STORE
LF — 2 "01- c i\ �r�' ICI " .
ARM SPACE = r I WINE TO
,., , - -- rte: PROP. 6 0 D.I.P. O'TOTAL P Ep :} II • , !
-IDPE YVATER SERVICE `� \� n/\ ul - __ _ =- 7 S CS(METER, -_ - -- O / I;I I +I \ t I
x c / \> *r / V - _ _ =- _ -- - - FIRE LINE O RKING PA ' ,, ,aCd I I
PER WS 2.16 (SHEET 1 ,�� '> _ _ - `.__ PROP. 6 » , , \� 'Q2 \ 3`OFF -SITE PA ).<r:,y ,! - _ =- - ' I ALLE , !
» (� x > �> I PROP. 1 Y2 K CO PER F. \\ = 1-: ' I I I III _ -- -;+ ¢oaL ,. \ Ga
OF 4 & 2 REDUCED < 45' BEND \ _ `- ` !II
�/ >'�\�� _ �» WATER SERVICE `\ 1 I�' III 1
< c PROP. 33 LF'6 D.LP. -- �G (= t'. 11 I 4T " ! T BaF WA
PRESSURE ZONE / < - _ _ -_ O•p ,9 PA
£ < �4 c A MAIN - -- _-,__ 2 ,4:. , .`'•• - - ,, I , ,
,�, S WATER -- '. ... ',.••- . / -- : - I �
BACKFLOW FOR DOMES I
_ F_
� --= EXiS'1'.WOODEN
/ : GUY MARE
\ - \ Ill
WS
,. -
DwASO � _
WATER 1
P M 5
4.18 = > > " _ -- - - _ UTILITY POLE TO DENTIST
- -
k r - - - - �.�..� �- �. •'' - -- - _ - = -= _ - - T -�!r 8 RELOCATED i!
PROP. 6 -45' �Qo �V - -- - _ _
'ROPOSED 1 -1/2" X �^�< �-` E` s' �' BEND PROPOSED SEWAGE 0 c<' / ��.,..,�• -- - - ---- _ _
!" CORPORATION _ ' ' �� \�/ DRpINF1ELD CO �ti•_=
C�xcXc� ROP. 6 DOUBLE 667
{ >`' DETECTOR CHECK VALVE & FIRE _ PROPOSED 1050 - ' .�
VS 2.16 (SHEET a r r: I _ __ = SED 6 \.
- h' DEPARTMENT CONNECTION W/ GALLON SEWAGE -= -- _ - 0 \ I \
M �Y :. /\/� a, I SERVE AREA - _ _.n= ^ - _ ` \ iI. I
OF 4) a�� << %v x _ RE 334 SF - J SEPTIC SYSTEM \\ rt \GUY 1NR �\ - - --
POST INDICATOR VALVE
P. 12 X6 TEE, , x I_ \ o — — — — _ — - — 2 RESTRICTION 0 RECf�RO \ \ \— (T' \ \ _ - - - _ ! I d-
6" ATE VALVE I �>' 'y`X ,� OP. FlRE HYDRANT 1 XIST. UTILITY _ _ _ _ _ - - IST• v — \ FOR PARK. AR f II 1 I It I, 4 - - ___ --
TIE TO TEE FOR a \ . Y+� /II POLE (TYP) _- - E C RI� o.R <32'2,4 4 .� ` \ II i' I �';j - -, �-'® `' " -! _ _
FlR HYDRANT' ,�r4<<c> >� II• PR P. 33 LF - 6" D.I.P. pR POSE
6'
EL a \ _ _ = I
I
I !� '�'>./ c - _ \ P)'\ \ - Yg 1 i ISTI G VALLEY ! - - -- - - - - a - - --
ASS 7B 1-Y & 3�Y>? ,�� I FIR LINE `�� - `\ \� Ga\WAU l af`T�'�s I kw G1TEF3J '__ - - -- -�-- }
CONNECTION
M:�
•
'PROP.
I
'u
'I
12" X 12"
TEE
{ �•. it � \ , r.. ..'� �� 1
& 12" GATE VAL
!� ,
PROP. 12 PLU
OUTLET_ -MD
D
WS 1.61
>X, \uc 7
EXIST. 3___WATER--
N "�
-GUT
8E & CAPPE
BY
,M -DWASD FORCES
;�, u�
>
/
bWNER'S EXPENSE
ic;i
vf2 M[
-- - -- PROP: -t2
IL
3" TEE
PROP. 3' X_ - " TAPPIN
- ---"" SLEEVE & _3"
TAPPING%
! I jMILL
i
l ! w I00S
{ I
1
,
1
I
,
IA- 109 9'56"
T�
12
ALVE:�'
S 1.61
PAG•
'ATION•, -.
IT MIA
I 1. __--� --_ --- - - - - --
3658 , �s5 - //� ..- _.�._ -_ _ -._ - T `� —•
Ius) _ t_- _,�� _.- - -- EXIST. WATER SERVICES NOT
�- IN USE TO_.BE_CUT -&- �b
_ EASEMENT _ GAS RS REMOVED
METERED EXTEND EXIST. TEAS
EXISTING STREET _ ABEA- �gs'55 GAS �- BY MDWASD_ FORCES- AT - -0WNER
PARKING -- GAS SAS -- - - - - -...__ - - DCPENSE (TYP
__._- - - -- -- -` - - -- _ - - -- _---- -T'_-. _fir-- - - - - -` -- -`�`_: --1 =,= - - - - -_ � �• +' I' iL � I
!
1
STORATIONI AFTER 1 - '
INSTALLATION• ' ! ! I I ; - - - -- l___
1
1RFACE TO � ��
I i ,
ODES.
PLAN GRAPHIC SCAL SITE UTILITY 30 0 15 30 60
1 30' -0" N
F FEET
inc )
� 1 inch = 30 ft.
EXISTING STREET METERED J S •� • 41
PARKING TO REMAIN--- _ --_ -- SAS -�-
~"
ZONING
'1
STREET --- GAS- --
GAS EXIC�..,n
EXIST. WATER SER\-ACES- NOT --- ---ME1
--IN-USE-TO-16E CUT
?LUGGED- AT' -MNN__ METERS
EM VED BY MDWASDIFORCES
AT WNER'S E� PENS (TYP)
11 -
_I
1
1_! "To
Know what's below.
Call before you dig.
1 ,
t
1
1 ,
,i II
77!1 j
� a
SW 40TH ST (BIRD ROAD) ;
,..F.�
=41 ?I
SW 42ND TER
LOCATION SKETCH
NOT TO SCALE
F=
(9 1 F
LEGAL DESCRIPTION:
Lots 3 through 10, and Lots 15 through 24, Block 2, WESTERFIELD
MANOR SECTIONS ONE AND TWO, according to the plat thereof as
recorded in Plat Book 18, Page 47, of the Public Records of
Miami —Dade County, Florida, less and except the North 20 of said Lots
3 through 10 taken for road right of way as set forth in Official
Records Book 8672, page 659 and Official Records Book 8890, Page
892, of the Public Records of Miami —Dade County, Florida.
Together with an easement
en t over and across Y oss that portion of alley vacated
by City of South Miami Ordinance NO. 33 -92 -1527 recorded in Official
Records Book 18767, Page 46, said easement reserved in Quit Claim
Deed recorded in Officio o0
Official Records Book 15895 Page 698 , both of the
Public Records of Miami -Dade County, Florida.
GENERAL NOTES:
1. ALL FIRE HYDRANTS TO FALL WITHIN 2 FEET OF CURB,
STEAMER CONNECTION TO FACE ROADWAY.
2. LANDSCAPE SHALL NOT OBSCURE FIRE HYDRANT NOR
SPRINKLER / STANDPIPES WYES.
3. BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM ROADWAY.
4. ALL CLEAN —OUTS IN DRIVEWAYS TO HAVE TRAFFIC BEARING
CAPS (USG #7605 VALVE BOX).
5. ON —SITE SANITARY SEWER TO BE PRIVATELY MAINTAINED.
6. CONTRACTOR TO VERIFY INVERTS AND EXACT LOCATION OF
UTILITIES PRIOR TO COMMENCING THE WORK.
7. MINIMUM SLOPE OF SANITARY WASTE = 1%
8. CONTRACTOR TO PROVIDE CLEAN —OUTS AT EACH CHANGE OF
DIRECTION OF SEWER LINE AND AT INTERVALS NOT EXCEEDING
70 FEET.
9. NO SOLVENT WELD SHALL BE USED.
10. REFER TO MIAMI —DADE COUNTY PUBLIC WORKS STANDARD
DETAILS FOR ADDITIONAL DETAILS.
11. REFER TO SHEET SE -1.1 FOR SITE LIGHTING AND SITE
ELECTRICAL.
MDWASD NOTES:
1. ALL D.I.P. AND FITTINGS TO BE POLYWRAPPED AS PER A
9.0.
2. ALL PROPOSED PIPING AND FITTING TO BE RESTRAINED PER
GS 2.0 AS APPLICABLE.
3. FOR CONNECTIONS TO V.C.P., THE CONTRACTOR WILL HAVE
TO TELEVISE THE V.C.P. PIPE BEFORE AND AFTER
INSTALLATION.
4. ALL PROPOSED CUTTING AND PLUGGING OF ANY EXISTING
M —DWASD OWNED WATER MAIN SHALL BE DONE BY
M —DWASD FORCES, AT OWNER'S EXPENSE AS IDENTIFIED ON
THE PLANS. ALL WATER SERVICES TWO (2) INCHES AND
BELOW FROM EXISTING MAINS SHALL BE DONE BY
M —DWASD FORCES, AT THE OWNER'S EXPENSE.
EXISTING SANITARY SEWER LATERALS ARE TO BE CUT &
5• CAPPED AT THE MAIN BY THE CONTRACTOR M PLUGGED
USING SECTIONAL LINER BY WASD FORCES AT OWNER'S
EXPENSE. LATERALS TO BE ABANDONED IN PLACE IN THE
RIGHT —OF —WAY AND REMOVED FROM PRIVATE PROPERTY.
STORE NUMBER: 1127
5748 BIRD ROAD
SOUTH MIAMI, FLORIDA
PROJECT TYPE
DEAL TYPE NEV
CS PROJECT NUMBER: 65223
ARCHIECT OF - RECORD
1
CKE GROUP
INCORPORATED
engineering • architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE' 305 558 -4124 FAX: 305 826-0619
1
EB #0004432
CONSULTANT
M,.,
ohs % ✓,
EDUARDO L. CARCACHE, PE 31914
CKE GROUP, INC. COA -4432
REVISIONS:
1 04/15/13 — PER CITY COMMENTS
3 08/08/13 — PER FDOT
4 03/24/14 — UPDATE PLANS
A604/25/14 — ASPHALT
DRAWING BY: PJB
DATE:
1_! "To
Know what's below.
Call before you dig.
1 ,
t
1
1 ,
,i II
77!1 j
� a
SW 40TH ST (BIRD ROAD) ;
,..F.�
=41 ?I
SW 42ND TER
LOCATION SKETCH
NOT TO SCALE
F=
(9 1 F
LEGAL DESCRIPTION:
Lots 3 through 10, and Lots 15 through 24, Block 2, WESTERFIELD
MANOR SECTIONS ONE AND TWO, according to the plat thereof as
recorded in Plat Book 18, Page 47, of the Public Records of
Miami —Dade County, Florida, less and except the North 20 of said Lots
3 through 10 taken for road right of way as set forth in Official
Records Book 8672, page 659 and Official Records Book 8890, Page
892, of the Public Records of Miami —Dade County, Florida.
Together with an easement
en t over and across Y oss that portion of alley vacated
by City of South Miami Ordinance NO. 33 -92 -1527 recorded in Official
Records Book 18767, Page 46, said easement reserved in Quit Claim
Deed recorded in Officio o0
Official Records Book 15895 Page 698 , both of the
Public Records of Miami -Dade County, Florida.
GENERAL NOTES:
1. ALL FIRE HYDRANTS TO FALL WITHIN 2 FEET OF CURB,
STEAMER CONNECTION TO FACE ROADWAY.
2. LANDSCAPE SHALL NOT OBSCURE FIRE HYDRANT NOR
SPRINKLER / STANDPIPES WYES.
3. BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM ROADWAY.
4. ALL CLEAN —OUTS IN DRIVEWAYS TO HAVE TRAFFIC BEARING
CAPS (USG #7605 VALVE BOX).
5. ON —SITE SANITARY SEWER TO BE PRIVATELY MAINTAINED.
6. CONTRACTOR TO VERIFY INVERTS AND EXACT LOCATION OF
UTILITIES PRIOR TO COMMENCING THE WORK.
7. MINIMUM SLOPE OF SANITARY WASTE = 1%
8. CONTRACTOR TO PROVIDE CLEAN —OUTS AT EACH CHANGE OF
DIRECTION OF SEWER LINE AND AT INTERVALS NOT EXCEEDING
70 FEET.
9. NO SOLVENT WELD SHALL BE USED.
10. REFER TO MIAMI —DADE COUNTY PUBLIC WORKS STANDARD
DETAILS FOR ADDITIONAL DETAILS.
11. REFER TO SHEET SE -1.1 FOR SITE LIGHTING AND SITE
ELECTRICAL.
MDWASD NOTES:
1. ALL D.I.P. AND FITTINGS TO BE POLYWRAPPED AS PER A
9.0.
2. ALL PROPOSED PIPING AND FITTING TO BE RESTRAINED PER
GS 2.0 AS APPLICABLE.
3. FOR CONNECTIONS TO V.C.P., THE CONTRACTOR WILL HAVE
TO TELEVISE THE V.C.P. PIPE BEFORE AND AFTER
INSTALLATION.
4. ALL PROPOSED CUTTING AND PLUGGING OF ANY EXISTING
M —DWASD OWNED WATER MAIN SHALL BE DONE BY
M —DWASD FORCES, AT OWNER'S EXPENSE AS IDENTIFIED ON
THE PLANS. ALL WATER SERVICES TWO (2) INCHES AND
BELOW FROM EXISTING MAINS SHALL BE DONE BY
M —DWASD FORCES, AT THE OWNER'S EXPENSE.
EXISTING SANITARY SEWER LATERALS ARE TO BE CUT &
5• CAPPED AT THE MAIN BY THE CONTRACTOR M PLUGGED
USING SECTIONAL LINER BY WASD FORCES AT OWNER'S
EXPENSE. LATERALS TO BE ABANDONED IN PLACE IN THE
RIGHT —OF —WAY AND REMOVED FROM PRIVATE PROPERTY.
STORE NUMBER: 1127
5748 BIRD ROAD
SOUTH MIAMI, FLORIDA
PROJECT TYPE
DEAL TYPE NEV
CS PROJECT NUMBER: 65223
ARCHIECT OF - RECORD
1
CKE GROUP
INCORPORATED
engineering • architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE' 305 558 -4124 FAX: 305 826-0619
1
EB #0004432
CONSULTANT
M,.,
ohs % ✓,
EDUARDO L. CARCACHE, PE 31914
CKE GROUP, INC. COA -4432
REVISIONS:
1 04/15/13 — PER CITY COMMENTS
3 08/08/13 — PER FDOT
4 03/24/14 — UPDATE PLANS
A604/25/14 — ASPHALT
SHEET NUMBER:
C -3
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
DRAWING BY: PJB
DATE:
FEBRUARY 06, 2013
JOB NUMBER: CKE # 1319
TITLE:
CVS
SITE
PHARMACY
UTILITY PLAN
SHEET NUMBER:
C -3
COMMENTS:
NOT RELEASED FOR CONSTRUCTION