6130 SW 72 ST_EB-11-018-002 MIAMI•DADE
12' GATE OPENING
Degvering Excelrenee Every Day
10' MAX. BETWEEN POST GATE LEAF 4' GATE OPENING� T
OP TENSION WIRE
TOP TEN4SION WIRE OR GATE LEAF OR RAIL AS SPECIFIED
RAIL AS SPECIFIED (TYP) WATER
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FOR POSTS 8 5/8 " 0. D. 16" DU. MIN. FOR GATE POSTS Z WIREION
3'-4" FOR POSTS 6 5/8 0. D.
4 0. D. & LESS 04 to GRADE LINE
3'-0" MIN. FOR POSTS 24" DU. FOR GATE POSTS
4" 0. D. & LESS OVER 4" O.D.
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FENCE DETAIL WITH DOUBLE SWING GATE NOTE: CHAIN LINK FENCE DETAIL WITH SINGLE SWING GATE J
CHAIN LINK F _
SCALE: N.T.S. SCALE: N.T.S. Z W Q
CHAIN LINK FENCE COLOR SHALL 0 U W
BE THE TYPICAL METAL FINISH.
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FRAME & COVER TO BE U.S. MANHOLE RIM ELEV. TO BE ® PROP. FINISHED Z Z Z
FOUNDRY No. 310 OR EQUAL GRADE EXCEPT WHERE OTHERWISE NOTED ON "'
W/ THE WORDS "SANITARY PLAN & PROFILE SHEETS O o O
SEWER" CAST ON COVER FINISH GRADE EL.=11.7± Z N (n U
EXIST. GRADE EL.=11.77 Q CL (0
No. 53 C.I. VALVE BOX & LID
` MATCH EXIST. SURFACE MIN. 3 COURSES OF BRICK /� / Z = W 00 •
U Q
(MAX. 5 COURSES) O
CEO L? :m
EXIST. 20" DIP CONCRETE ALL AROUND a 2'-0" MIN.
Q V- W
REINFORCED PRECAST �-- o
T.O.P. EL.=7.7± ���'� �'�
CONIC SECTION (KEYED TO N L N W Y
LOWER WALL) f' _Z O
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PROP. CONCRETE ANCHOR < °° N
PRECAST CONCRETE 0 p
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PROP. 12" D.I.P. ° _
FORCE MAIN #4000 PSI MIN. V)
FORCE � W Q ZQ
j T.O.P. EL.-7.3±
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$" o J
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W 2
NOT PERMITTED DEEPER Z
THAN THE AVERAGE X , O Q
HEIGHEST GROUND
WATER LEVE L OR 4 FT.
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NGVD (MIN.) 4'-0" I.D. MIN. �
0
EXIST. 20" DIP (SEE STRUCTURAL b
\ FORCE MAIN \ DRAWINGS FOR DETAIL) c�
PROP. 20"x12" M.J. -PROP. 12" M.J. 1c , d °
TAPPING SLEEVE TAPPING VALVE (N.R.S.)
PIPE O.D. PLUS 4" W/ 4 w
KEYWAY (FOR PRECAST ° DRAWING ISSUED
3" MIN. GROUT
MANHOLE ONLY) SLOPE 3/4 /FT.
° REVISION No, DESCRIP70N DATE BY
FORCE MAIN CONNECTION DETAIL °
Q 30% SUBM(iTP,L 09/30/10 J.P.
SCALE: N.T.S.
PROP. 24" DIP TO EXIST. 21" VCP ° m 70z sueu�r� 10/2�/10 J.P.
NEW WET WELL INV. EL.=-6.5± - IS 9oz SUBMITTAL 12/01/10 J.P.
INV. EL.=-6.78 % 3 !, #4 ® 12" ON CENTER 0 PERfrfIT SET 12/i7/10 J.P.
EACH WAY
FLOW � BID SET 01/28/11 J.P.
EXIST. 21" VCP a ° CHANNEL-7
TO EXIST. WET WELL
PROP. 24" DIP I CUT EXIST. 21" VCP"HOLE a a 6" APPROVED
TO NEW WET WELL ( AND PLUG AT
FOR FUTURE USE BY
0
PROJ No.:
DEPARTMENT ° °
a
' m ' � � ° ° NOTES: DESIGNED: J.P. CHECKED: J.M.
PIPE BEDDING MATERIAL ' y
PR MANHOLE OR DRAINFIELD LIMEROCK 6 , MIN. DRAWN: F NAL CHECK: J.M.
PROP. STANDARD 4'
(FOR PRECAST MANHOLE) 1 . BRICK MASONRY CONSTRUCTION TO BE STUCCOED WITH 3/4" MORTAR INSIDE
AND OUTSIDE.
BRICK RUBBLE BEDDED
2. SEE DETAIL SS 7.0 FOR INFLUENT/EFFLUENT ARRANGEMENT.
EXIST. 21" VCP SAN. & COVERED W/ GROUT //
8" CONCRETE SLAB (CAST 3. CONCRETE TO BE SEAL COATED WITH 16 MIL THICKNESS APPROVED COATING. ARSENIO MILIAN, P.E. # 13134
f INTEGRALLY WV/ WALLS) #4 0 12" ON CENTER EACH
WAY AT MID DEPTH 4. LIFT HOLES THROUGH PRECAST STRUCTURE ARE NOT PERMITTED. /
Date:
5. SEE TECHNICAL SPECIFICATIONS FOR PLACEMENT OF CONSTRUCTION JOINTS. ER No: SO48621 PCTS No: 10542
3
STANDARD CONCENTRIC MANHOLE
FLOW PATTERN FOR INVERT CHANNEL 6. ALL OPENINGS SHALL BE SEALED WITH GROUT. (TYPE 2 CEMENT) FILE NAME:
7. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT DATE: 'SCALE: AS NOTED
X SCALE: N.T.S. SCALE: N.T.S. INTO FLOW STREAM.
X SHEET
M -2
Ln
N
Ln
DWG. No. S-22328—A
0
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