13-749-014SEE Mfr ~hANS j ' ' .._._ ' ' -
C.> a � .. :.. .� � » � �s Y � �:� C , =' - . PROP, BUILDING �
FOR, GAS 1 I L�, I j
C
SERVICE SPECS
m,=+ 13 0
��� '. M ,, . l �1 _. i/ 1 f MEr PROP DRAINAGE PIPE I I I y �• "
z � • I p�DP.��nr _ _ I T PLANS FOR I I I I M
_
ALL EXISTING SERVICES TO BE RECONNECTED TO 25 .
`m Y
A L I �f0/CAP/ON _ "' ��f'� I 7' ti.� 7 i CONT PROP s" SDR 35
- R AT 1� A� f 'I -Ga - - SSW SEWER UTE I 4 I
PROPOSED WATER MAIN BY M DWASD FORCES I far-;. _ .. U _�- : i_ -, -,, . _ I «. ...
{
\ 1-� Yi' ,: _ 1.12' I i Y
i PROVIDE 4 IN
... - SFT M . SLOP 4
OWNER'S EXPENSE. EXISTING SERVICES WILL BE ` S e0ANEC 0 PROP, .�- .- _ - -
PROP, HOSE >' POOL COLD LANK } " 1I i - ___ t OF COVER " I I « t •.
ABANDONED IN PLACE ONCE NEW SYSTEM HAS BEEN PROP I y
GAS / - - R I � - I PROP, PRIVATE 6 . W SEWER i I I I •
PLACED INTO SERVICE. PLEASE SEE M-DWASD �_ `3• 'EOR~M�TENAL SPECS k 4 jai..? f'. ' •P,;4
R NOTE BELOW FOR ALL PROJECTS WHERE MANN er OTHERS I (GROUND L ' �}rfQUADYNAM/CPE uNs i ! 1 / rRor�rR/VArf s C.O. PER S$ 1.0
' J/fir C/% ,
STANDARD y 1 l ~ sAN SEWER C.O.
REMOVAL OF UTILITY LINE IS PROPOSED. �n I HYDRANT) ��fL �. „�OnINECTION DETAILS SEE MEP
/ INV EL=+5.50'
j • ` ` I b .f- I P£ SS 1.0 , ( PVNS FOR /
PIPI I �i.05' CON / �'n PROP, 2" IRRIGATION LINE TO
SUN FOR - rROI� �R SUPPLY WATER TO � OL SYSTEM I
r\ D£(AILS k SPE 0, CO I •o / I I I 1 I I
B = HOSE BIB WATER SUPPLY LINES SHOWN ON THESE I <
PROP, `. S�`" q �, /
PLANS ARE PER MEP'S SPECIFICATIONS. THE 1 " I ' ` r . / I I fi� I / PROP. 2" DOMESTI(� SERVICE TO j
� � .. DlG(I�Vi�GE - "� +� " I I �� M . ��� ` `. z,:. .,, a .' /i '% , jr � tUILD/NG I I I
LOOP WILL BE OF SCHEDULE 40 PVC, THE 314"0 � ; ' I � � �_PirE �• � , > � " I I
SUPPLY LINE TO THE HOSE BIBS WILL CONSIST OF / PROP, HOSE` Al
`��f PROP, 6 SOR-35 PVC
SCHEDULE 40 PVC AND TRANSITION TO COPPER I �'~ - -J/��
SW. $EWER UTERR,��
ILC) �" v /4 (clrouNb I I I I ? % , !!! ' / = I ' • i%FT MIN swmt
PRIOR TO THE HOSE BIB CONNECTION POINT. �1 314' HYDRANT) / n " I�
PLEASE REFER TO MEP'S PLANS do SPECIFICATIONS '::$
FOR FURTHER DETAIL Exlsr. 10" V.C. SAN. SEW. , ? �. i r / PROP, DRAW. TRENCH
(FS -5293-2) I `a h' - f� I I I
_ � � -..a ~`'
a� m I � -� I I
EXIST DRAINAGE INLET z PROP, �. I SEE POOL �y v �/ f DS PLANS
' �"\ •.. ; . I�. D � � - / cn sf LANDSCAPE FOR
I +11.33 DRAINAGE :: i l �y PIPING PUN / / CONT. OF IRRICAT/O LINE I
RIM EL. ,i�rr
I TRENCH I I I FOR DETAILS i, / W / I
I
PROP. SWI MING POOL k SPECS. (/� �- / PROP, RE 94 KPLOWREDUCED
/ ' ` . ; �, � i PRESSURE /ACKFLOW rRE1rENTER
EXIST DRAINAGE INLET I I �. R HO Er g I '
j I I I ( I I
i
PROP. S a PER WS 4.16 k (2) 2" VACUUM
evo IfRIM EL: +11. 27
" - (GROI/NO J , v;
> n / I /BEAKERS PER WS 4.1!
! T ( PROP, (1) 2" DOM TIC METER
I �I( NPDkA/VT) %/��
. L \I /1;/ , k (2) 2" IRRIGATION METERS I I I
ROP, TRANS/r/0 PER W5 2.16
:,•, �I � � ..:: -1 _, � . COUPLING FOR i� ,' " EXIST. 6"iC.l. WM TO 8E CUT k
Y 6R0P, HOE PROP, (3) 1 2" eORP, STOP
•.--' • •' ' � � /; : LL, y .; A 7 �,„ . . , I C 900 TO SDR-35� r� 1 PER WS 2.16 x I I PLUGGED ;8Y M-DWASD FORCES
8/6 3 PVC CONN. /•' AT OWNERS EXPENSE
,i
(GROUND' EXIST. WATER SERVICE TOR
Iv r Por COVER a STA 3+ 12.2 0 S i' L I "I " ( I I I I
1 1
EXIST. d" G -V. l - - I REMOVED /Y M-DWASD I I (�; I
ML 1.09 / PROP, 6x6 TAPPING SLEEVE k
11
(E-13262-1) / ! • y .. I " I SU 3+ 14.2, 0/S 7.6 L 6" TAPPING VALVE PER CS 1.7 I I I
\ / FORCES ATOP, PUBLIC 6 �i CL EXIST DRAINAGE INET STA 3+84.1, 0/S 12. d' L
sf EAR
Iwv A r HOSE /II /2 ._ )
r OWNER $ fXPEN
' � • ..: :• � , ,-✓ �..t. J � PRO
. ~, : c , t ss 1.0 C , Ria1 Ec: +lo.da'
EXIST FIRE HYDRANT EXIST d" D.IP WM •. % y ( a 5 0 ER i OFFSET
EXIST. FI E HYDRANT
EWR INV fL=+4.63 C / S INV., 4-7.06 ' (15 IRON) ( PROP i "z 12" VERTICAL pF I I I
(E -13262-1J _ ). " \( (GROUND HYDRANT) + ( I �, _, a
STA J+81. �:-1 01S 7.6 L
BOTT• +605'
- ;.~
'�l n : n . _ '•1 a H -
PR
Gf• 0 - _
EXIST. COMMUNICATIONS MN r �.. ' �__ . •. ��--- -. --- .- - A_
N
69.7'-* TO " A .- _ _ _ _ _ _ r.. j r.. A; -
",, .... ..r R.. ..." ....� ....
EXIST (2)-4" = a _
�--- . Y - DST 1ST -- IST IST 1ST ----� - DST - IST -IST --- 1S7 - 1ST :t-7; ST - DST 1ST -� 1S --- DST 1ST , DST ---- DST - DST DST - ---- DST - 1ST --^^ DST -- ST --'-----' HST '�-- DST -C, T ^- 1ST - v DST -^-'--j
COMMUNICATIONS LINES j- - )s 1sTj "-- 1 r 1ST-rsr - - DST - DST DST - r• 1 ry PROP? 21 LF' N z
,..� .....RR ...", ... �..►-.^ I� 33.a't ^`^° M 2+b0 S. YY . V U t.(1 �.J 1 . s" DIP WM
1 0 I rR01" 12" UIP, WM 3+ I 4+00 COMMUNICATIONS LINES 5+00
0+00 i
PROP, 6" C-! EX/Sr FPC TOLE k 45.5 TO
EXIST. 6" C.l. WM TO 6E EXIST, d" V.0 SAN SEW. J EXIST. 6" C.1. WM TO IE I I41 YI, PROP. BASELINE k PVC SA// $EW R PARKING METER TO 3.0' MLN. x NEAREST VALVE
- - - I CUT k PLUGGED BY I A6ANDONEO IN PUCE I CIL OF ROADWAY a LATERAL I dE RELOCATED CLEAR. .gin .■.N ,�,, ,,, �,:
- - - - - _ (ES -5296-20) I _
i M-DWASDFORCES AT ( ) ______ __ ___-- ---- - o
EXIST C" VC, SAN SEW, CN OWNERS EXPENSE N I (EU -5!4 I---I--� ----- _------�-I-_ _-------------- �J 06
(ES -5296-19) I -
f -* - -•a e
•5
�3 � z
• , f
I
+■ _ _ .�_ K . CO - X xa. x X
it/ rll � ��' - X X�X -
Exrsr. 12 G. V.
EXIST DRAINAGE MH EXIST, DRAINAGE INLET I ( "
'•'€' " (I " REMOVE EXIST. PLUG k EXIST. 12 D.I P. WM
RIM EL: +ll.d2' RIM ( 'IRO ' sl t: - EXIST 10" V•C. REMOVE EXIST, PLUG k EXIST DRAINAGE MH I PROP, d x6 C-900 PVC TEE EXIST, DRAINAGE MH EXIST DRAINAGE INLET PROP, (2) 12 =45' HOITIZ. L OVE E S E
S INV +6.30' (15" IRON) N INV. +7.04' (15" IRON) II SAN. SEWER FLUSHING ASSY AND CONNECT RIM EL: +11.39' (ROTATED UP 45) PER 55 2.0 R/M El: +11.17' RIM EL: +10.93' /ENDS (ROTATED AS REOD) FLUSHING ASSY. AND CONNECT (E-11334-1)
E k W. COVERED TRENCH BOTT: +5.69' II (ES -5296-11) r0 EXIST. Jr* D.I.P. WM E k W.• COVERED TRENCH INV fL=+2.84' E JC W COVERED TRENCH N INV.' +746' (15" IRON) STA 3+68.5, 0/S 7,i' L TO EXIST 12" DS '
BOTT• +0.64' r W/PROP, 12 x8" REDUCER 60TT.• +0.64' STA 2+86.8 60TT.• +3.17' BOTT• +6.31' STA 3+84.1, 0/S &0' R STA 3+97. 0/S d.0' R
EXIST 1.25" GAS MAIN Ij I EXIST, SAN. SEW. MH
II �_ STA I +35.3, 0/S 7 6' L PROP, 12" G. V. RIM EL: + 11.51 '
EXIST SAN. SEW, MH EXIST DRAINAGE INLET STA 3+94.1, 0/5 8.0' R E INV- +329'
RIM EL: 411.97' II RIM EL: + 11.17' " W INV- +3.26'
N INV. +2.27' II N INV, +7.22 (15" IRON PROP, A/R RELEASE VALVE PER WS 1.fi0 PROP, 12 X6 TEE k i" CV
) I STA 3+86.6, 0/5 8.0' R STA 3+69.1, 0/5 90' R
S INV.- +2.22' I
E INV: +2.26' BOTT +6.02'
W INV: +704' l"
W INV' +2.45' (DROP CONN,) I A
S.W. 68TH STREET
NOTE
ALL EXISTING MAINS BEING IMPACTED BY THIS
PROJECT AND ALL PROPOSED WATER is FORCE
MAINS AND FITTINGS TO BE RESTRAINED
PER GS 2.0
GENERAL NOTES:
1. FOR ALL CONNECTIONS TO VCP do TC
SANITARY SEWER PIPES, CONTRACTOR
SHALL TELEVISE THE PIPE BEFORE AND
AFTER INSTALLATION.
FOR ALL PROJECTS WHERE REMOVAL OF
UTILITY LINES IS PROPOSED
ALL EXISTING UTILITIES BEING REMOVED AND/OR RELOCATED MUST
REMAIN ACTIVE AND IN SERVICE, UNTIL SUCH TIME WHEN NEW
REPLACING UTILITIES HAVE BEEN INSTALLED, IN SERVICE, ACCEPTED
BY THE DEPARTMENT AND ALL RELATED SERVICES FROM THE
EXISTING MAINS HAVE BEEN TRANSFERRED TO THE NEW ONES, BY
M-DWASD FORCES AT OWNER'S EXPENSE AS APPLICABLE.
b 16.00
16.00
14.00
14.00
I-.. - - __._.__----__--____,.�._.____--__- .____.----------__. III _-______..__._._.-____ ___I _...�.._._._ I I I _.__._.....-__--_.____ ____m___:.._____
FINISHED GRADE
FINISHED GRADE I I FINISHED GRADE FINISHED GRADE
12.00 11.7 _-. 11.t -11.6 _11.5. 12.00
11.4
� 11.4 11.3 �112 � 11.2 11.3 j
..�-
--- -'- ".•- - � �'� -r- -- III ______._.,____...___.,____-.,_.
, III
f W 10.00
10.00
EXIST 6" FIRE LINE EXIST 2" WATER SERVICE EXIST. 2" WATER SERVICE
'
1
, (TO BE FIELD VERIFIED) (TO 6E FIELD VERIFIED) (TO QE FIELD VERIFIED)
--_-I __--__-___-I.__--
EXIST 15"
_DEFLECT ON PROP, (3) lj x2" I I n STORM PIPE I I I STA J+86.6
COR . STOPS „ PROP, AIR RELEASE VALVE 8.00
a.00 ExIs �" DIP w�I �x INV EL=+7.20'---__�
_ 74DA___..
12" L7 74' 2• MAX. ;; I Ir-
wA,rr- % %J DEFLECTION y 70' 7 D' ,•, ,
'1
_..__PROP _l" D:TP: 2• MAX2' MAX
._ EXIST, tz"DIP wM �<
DEFLECTION WATER MAIN DEFLECTION �, �,
� _____ �' 6.00
6.00 _ -__. _-_-. ___.-_ __..__ ____ ___.-____-_.._ - _-
__-----___m _ .___ ___�---�.____-__._______._______ . _ __ __ _____.-------.______ __. w. _-__._-._-_ ___.___-____._._____._. __._____-_______.
STA 1 +35.3 r
2' MAX. � � 2' MAX. 6.2
REMOVE PLUG k FLUSHING ASSYAND CONNECT DEFLECTION N DEFLECTION
TO EXIST, 8" WM W/PROP, 12*x8* REDUCER _
� I I III STA 3+l73
REMOVE PLUG k FLUSHING ASSY.
AND CONNECT TO EXIST 12" WM 4,00
4.00 - -
STA 2+86.8
PROP. 6" SANITARY SEWER LATERAL
TOP, a=+5.00' L I-
EXIST d " SAN. SEWER MAIN
III INV EL=+3.11' I I 2.00
2.00
It
ylll
ti
R
0.00
RI aI RI =k
0.00
0 0
a
O Q ON4 c�D M i0 m 4
++
+ + rh
N
L �
H C~r1 V~7 LO
PROPOSED 12" D.I.P. WM
�lV
9
4:
0 20' 40'
HORIZONTAL SCALE: 1 "=20'-0"
0 2' 4'
VERTICAL SCALE: 1'=2'-O"
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`RAE`-1REV, IONAL
D ESIGN AND
CONSTRUCTION, INC.
3990 North Powerline Road
Ft. Lauderdale, FL 33309
Voice: 954.566.3885
Fax: 954.566.3335
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MIRAMAR, gF 33025
TEL: (Sf.O =7010
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a PROJECT NUMBER
1320MPCP
FILE No, --------
DRAWN : J.A.O.
REVIEWED: H.J.N.
w CHECKED : H.J.N.
Z
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DATE 07-02-13
ISSUE / REVISIONS
❑
,n
SHEET TITLE
WATER & SEWER
PLAN & PROFILE
SHEET NUMBER