13-96-028WATER LEGEND SEWER LEGEND M -DWASD AGREEMENT ID-21354
NOTES
PROPOSED WATER MAIN PROPOSED SANITARY SEWER MAN LEGAL DESCRIPTION
S.W. 70th STREET L IF EXISTING LATERAL. DIAMETER IS LESS THAN 6 -INCHES
- - - - EXISTNG WATER MAN - - - - EXISTING SANITARY SEWER MAN OR VC/TC PIPE, CCNTRACTOR TO REPLACE 6' DIP OR
Lots I, 2,14 and 15, Blodc 3, ROSr.�WOOD, •
- - PROPOSED FIRE HYDRANT' W/GATE VALVE 0 PROPOSED MANHOLE according to the Plat thereof PVC (DEPENDING ON COVER). • • • . • • 1 =
as recorded in Plat Book 13, Page 62, 2. ALL DIP PIPES AND FITTW -%S TO BE POLYETHYLENE
EXISTING FIRE HYDRANT W/GATE VALVE O EXISTING MANHOLE ' of the Public Records of Mlaml -Dade County, Florida. ENCASEMENT PER M -DWASD DETAIL A -W. '
--�- PROPOSED GATE VALVE PROPOSED SANITARY SERVICE i 3. EXISTING WATER SERVICE LINES TO BE CUT AND CAPPED
5 At THE MAIN AND ABANDONED IN PLACE AND METER(S) 4
- - - - - EXISTING SANITARY SERVICE TO BE REMOVED BY M -DWASD FORCES AT OWNER'S EXPENSE.
EXIStMG GATE VALVE
—� pRpppr p R PROPOSED FORCE MAN 4. ALL EXISTING FIRE HYDRANTS SHALL BE RECON ETFD TO THE
m PROPOSED WATER MAN. FIELD OPERATIONS SECTION WILL
EXISTING REDUCER EXISTING FORCE MAN COORDINATE N THE FILED WITH WATER DISTRIBUTION DIVISION TO
�— - - - - 3 DETER"INE IF AN EXISTING FIRE HYDRANT SHALL BE REPLACED
PROPOSED WATER SERVICE - PROPOSED LIFT STATION SUBJECT PROPlRTY AS NEEDED OR REQUIRED.
- - - - EXISTING WATER SERVICE - EXISTING LIFT STATION
PROPOSED REDUCED PRESSURE t DIRECTION OF FLOW OF SANITARY SELLER
►� I V I BACKFLOW PREVENTOR DADE COUNTY PUBLIC WOWS MANUAL. PENCE
T1st STREET � ALUM.
• DOUBLE DETECTOR RESTORATION PER STANDARD DETAIL WLI
CHECK VALVE
I r1t*-% A TIr1K I V C-r L-1
NOTE:
FOR CCNNECTIONS OF VCP, THE CONTRACTOR WILL HAVE TO TELEVISE
THE VCP PIPE BEFORE AND AFTER INSTALLATION
WATER SERVICE AND SEWER LATERAL SHALL HAVE MINIMUM SEPARATION
PER M -DWASD G.S. Ib
PROPOSED TREES SHALL NOT BE PLANTED CLOSER THAN 5' FACE t0 FACE
FROM ANY M -DWASD FACILITIES.
MATCH LINE SHEET C -5
EXIST. 6' SAN. LAT. SERVICE
PER M -DWASD AS -BUILT
ES- 5296 -19
PROP. 12' x 4' TEE
PROP. 4' GATE VALVE
AND 35 LF - 4' DIP FIRE LINE
STA 2+03 (8),10' (W)
...........
PROP. 2' CORPORATION STOP
BY M- DWASD'S FORCES
AT CUNER'S EXPENSE
STA 2 +1.1(S),10' (W)
RAU
EXIST. 2' WATER MAN
PER M -DWASD
AS -BUILT ES- 1524 -1
PROP. 12'X6' TEE
PROP. 6' GV
AND 33 LF 6' D.IP PIPE TO;
PROP. FA AS PER WS 450
STA 2+60(5),10' (W)
STA 2+
PROP.
---------- ---------- - - ----- - ----- I
WATER + SEWER PLAN
0 ? 4 6 B 10 20 30
SCALE 1M FEET I" W-0,
EXIST. BLOCK WALL
(TO BE REMOVED)
EXIST. BLOCK WALL
.<._:
.................................... ...................... ............ ..............................................................
EXIST. 6'
SIDEWALK
o..__..__ _____________ _ _.......... ........._.....- ............_..
Exist I' WATER METER
PER ;I -DWASD AS -BUILT ES- 1524 -1
TO B REMOVED AND CAPPED AT MAN
G S & P J
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
■
G R E S H A M
S M I T H A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034/CA3806
IB26000797/LC26000381
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REVISION
No. - Date - Revision
1
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WATER + SEINER PLAN
FILL xD(.IIL
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