00-0445-009 r r r r UJI rr l l r
I I
1 1 1 2 25' I I I R/W LINE
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F-
1I EXIST. FH
WI to
1 3 3I ~I I; \�`� I GENERAL NOTES
NI Io0 �� I STA. 0+00 (NOT A PART OF WASD APPROVAL)
I I w II- \k REMOVE EXIST. 12" PLUG &
I I (nn( Lnn1 I V) I �\ � CONNECT PROP. 12" D.I.P. WM
I I I w w) I IW �� �.� 1 . ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.).
I
EXIS B I I - -I I - `_ ------------------------------------------- 2, HORIZONTAL AND VERTICAL CONTROL POINTS SHALL BE PROVIDED BY THE OWNER. ALL CONSTRUCTION LAYOUT SHALL
R/W LINE -1- I -_______________ _______________________ __ BE THE RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT THAT CONTROL POINTS ARE DISTURBED BY CONTRACTOR,
I t I I ( I -
CONTRACTOR SHALL PAY FOR ALL RESETTING OF CONTROL POINTS.
3. EXISTING CONDITIONS WERE TAKEN FROM THE BEST AVAILABLE DATA, CONTRACTOR SHALL VERIFY LOCATIONS OF ALL '
EXIST. TEL `n EXISTING AND PROPOSED WORK AND SHALL REPORT ANY DISCREPANCIES TO THE OWNER AND ENGINEER PRIOR TO CONSULTING ENGINEERING & SQA CE, ►,\C.
1 - - - I- - - - - - - - - - - - - - - - - - - - - - - 8925 S.W. 148th STREET y�� °„` uIIE'.j�pp..
STARTING WORK. ¢ '
MI FLORIDA 331 8 �` ��� .(.3-05 . 7%;f
20” WM 4. EXISTING UTILITIES ARE SHOWN BASED UPON THE BEST INFORMATION AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE
MIAMI, FL 5 ) ,.� •.
---- -------- ------- - ------ -- I 7 03
..,.,. . . . . . . EXIST.
. . �� _ _ - _ _ _ _ _ _ _ _ _ - _ _ -' _ _ _ _ _ - FOR CONTACTING ALL UTILITY COMPANIES AND HAVING THEIR FACILITIES FIELD LOCATED. CONTRACTOR WILL BE
---------- --- ------ — —— —— -_——= _ _ -1— — _ —
EXIST. CB I I RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE TO EXISTING UTILITIES CAUSED AS A ,.U .� a,
_ _ „- I I _ - - EXIST. 8_WM _ _ - - - - - - - - - RESULT OF HIS WORK.
rrl ' W
EXIST. 8 SD . r. . . - . : r ` t;
EXIST, TEL -
EXIST. 8" WM-
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(S .W . 7 2nd STREET RICHARD B. BO ri'I'CH„tI..) PE-19833 (CIVI'1,`�����
SUNSET DRIVE I I 1 fSAN.9 �� STANDARD REQUIREMENTS
- - � — _ - - - - EXIST_8"-VC SAN - - - - - - — am — PRINTED
; :; : : ... WATER AND SEWER CONSTRUCTION DATE REMARK
. . . . .. ..FIST. 20" WM . EXIST MH
g� II RIM EL. 11 .26 1. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE
UIIW—I 0-i I INV. EL. 3.53 (N&S) MIAMI-DADE WATER AND SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE
6.64 (E) AND ON FILE WITH THE DEPARTMENT. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS.
.. ..
XI XI ; ::. ;. : : 1 I 2. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0” MIN.
SEE WATER PROFILE I I I I 3. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND NO. 3 OR 53 VALVE BOXES. FIRE
(SHEET C-5) I I I HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND NO. 2 VALVE BOXES.
1 4. ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AND
•,•,•.• CHECK VALVE AT THE POINT OF ENTRY.
.. . . I I 5. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS.
6. ALL WATER METERS WILL BE INSTALLED BY THE MIAMI-DADE WATER AND SEWER DEPARTMENT PROVIDING THE
- - - - - - - - - - - - - - - - - -I �•- - . . ._ .._ - I - - - -I - - - -_- - - - EXIST. TEL - - -_ - - - -- - - --- --
� - - • . . . • • . . � ---- -_ --_ - - - - - - - - - - - - � APPROPRIATE CHARGES HAVE BEEN PREPAID.
_ __ __ .T., - - - - - - - - -EXIST. TEL-
- _
-
- "___ __________________________ _______ � 7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY DAD COUNTY FIRE DEPARTMENT
r--------- -------
_ -r"-�\\ I I �i� EXIST. CB OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS.
8. CONTRACTOR MUST CALL MDWASD INSPECTION DIVISION TO ARRANGE FOR A PRE-CONSTRUCTION MEETING 48 HOURS
EXIST. CB EXIST. CB
PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HOURS PRIOR TO EXCAVATION.
\ ... . . . . . . . . . R/W LINE
I {1-� 9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY THIS DEPARTMENT. ALL OTHER REQUIREMENTS OF
R/W LINE � THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS.
IF 1"
IF -" - 10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPTANCE OF THE
SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT.
LEGEND 1 . EASEMENTS, IF REQUIRED
I STARBUCKS 1 2. CONTRACTOR'S WAIVER AND RELEASE OF LIEN
EXISTING PROPOSED I i ( I i COFFEE SHOP I 3. ABSOLUTE
-
4 S LETTER OF
-12" WM- - WATER MAIN N/A ( I 1 I I I ( I I b. DEVELOPER'S CONTRACT BOND (I. (
E., CONTRACTTAGREEMENT) NT) STARBUCKS
1 5. "AS-BUILT' 4 MIL MYLAR 24"X36" SHOWING SPECIFIC LOCATIONS, DEPTHS, ETC., OF ALL WATER FACILITIES AS LOCATED
I I I I I BY A LICENSED SURVEYOR, ALONG WITH PRINTS OF "AS-BUILT" WHICH HAVE 13EN E OF SIGNED
R NTS:
AND SEA
3 FORLWATER, 4RFOR SEWER BUILDING
' d SURVEYOR OR ENGINEER OF RECORD, A ND EN ORSED BY THE CONTRAC OR NO FIRE HYDRANT I . . . . . . . . , . . I I
N I I I AND 5-FOR FORCE MAIN OR PUMP STATION PROJECTS.)
;I ( I I COMMERCIAL RETAIL BUILDING I 6. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
GATE VALVE I .'.'. UP (COORDINATE EXACT SERVICE
- - -" I I w I 11. ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. THE
. . ... . .• • .•. 00 1—I I _ LOCATIONS W/ PLUMBING
- -cl METER INSTALLATION —{]
I I I j- DRAWINGS) I CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP.
w I . . . .4: . . .. . .' 1-
x I I w I 12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWASD FOR ALL NEW SUBDIVISIONS PRIOR TO
I I :':'• '•'•'•'•','• wI r=- APPROVAL OF WATER AND SEWER PERMIT PLANS, UPON REQUEST.
O SEWER MANHOLE N/A 3 � ;' . ::°' '•:;::;;;:•• I I I J C_
j I 13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISTING MAINS WITH A
'•'
- SAN - SEWER MAIN 6" SAN ,:•:•:•; :•;•;•:.• W I I I TAPPING SLEEVE AND TAPPING VALVE WILL BE PERFORMED BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL STARBUCKS BUILDING
- - I . ' I I I
L I THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. 5796 S.W. 72ND STREET
N/A SEWER LATERAL I,� I
. . . . . .
. .:, . ; . . .' Z I i i SOUTH MIAMI, FLORIDA 331 13
r I . . .. w I III
(305)
N/A SEWER CLEANOUT —+C�O� > I I I I 6" PVC SEWER
SERVICE
- -TEL - - TELEPHONE N/A
- - -SD- - STORM SEWER / i •••.•.•• ••••.••• I I I I
WATER AND SEWER
N A 11 I I
II I
PAVEMENT I I I I I �� � PLAN
N/A RESTORATION Q I I I I RETAIL RETAIL y• THIS PROJECT
`± I 2nr. 1 I I I I EXIST. I
rF�CONCRETE CONNECT PROP. 6„N/A RESTORATION VC SAN. '
°'' DRAWN BY: G.G.G.
S.W. 72 ST. (SUNSET DR.)2D'
---
CHECKED BY: N.H.O.
NOTE: STATIONING PROVIDED FOR REFERENCE ONLY. I ; I I I I ( ` ' - APPROVED BY: R.B.B.
i
(DUAL METER BO I I "" "
" ' I I �_ w DATE: 11-19-99
I . . .. .. . . INSTALLATION a Y •.' S.W. 73 ST.
STA. 1 +55 :, g► IPER WS 2.12 I ELECT. ��, . 3 16 ` " ..
�( PROJECT NO.: 9922
2 SERVICE CONNECTION I ( W P REVISIONS
f PER WS 2.16 I I I I 0 a a
I I kn
I . . . . Q, N kn
STA. 1 +61 I I . . . .. . . . . .. . ..I. ELEV. I 3 3 vi 3
,. ,. I f 3 vi vi N vi ADJ. PLAN PER
12 X6 TEE W/6 I I NEW SURVEY
G.V. TIED TO TEE . . ... . . . . . . . . . ..S.fVI. E.:.::::;;;; .I. S.W. 74 ST.
` 4-07-00
& F.N. ASSEMBLY ( ;I : . ' � � � f � � � � �
.. . . .. '. . . .
. , . . . . . I <.I i i i i i i 2-22-00 ADJUST SITE PLAN PER ARCIiffEC1
PER WS 4,5
. < i 14
f
• .� <. • • T�- f� I 1-19-00 ADDRESS WASD COMMENTS
0
41,H f• I �0 6 I I I I
1 I NE BACKFLOW SECTION 31 TOWNSHIP 54 SOUTH RANGE 41 EAST SCALE: AS SHOWN
(2) 5/8 REDUCED PRESSURE ZONE SHEET NUMBER:
Car as hours before you dig. STA. 1 +64 I I PREVENTION ASSEMBLIES PER WS 4.18
12" G.V. IED I I �I I EXIST. POWER
It's the Lawl TO �- - SEE TYPICAL WATER INSTALLATION DETAIL
C -4
I I ' '
1-800-432-4770 12" TEE E PLUG W/ POLE
SHEET C-5 LOCATION MAP
Sunshine State One Call of Florida, Inc. WATER AND SEWER PLAN
SCALE 1" = 10' SCALE 1" = 300' 4 OF 5
71, s