DRAWINGSFIFTIP =G-mm'I
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24 X 9S CLEMPRKM
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REMAINING BACKFILL, BASE & SURFACE
MATERIAL TO BE PLACED AND COMPACTED
PER APPROPRIATE SPECIFICATIONS OR
MINIMUM 98% PER AASHTO T-180. 6" MAX.
SIZE. (MIN. 95% DENSITY IS REQUIRED FOR
UNPAVED AREAS).
COYM ZOPE - it LJFTS
GRANULAR BACKFILL PLACED AND
COMPACTED TO MINIMUM 98% OF
MAXIMUM DENSITY. PER AASHTO T-180.
24" MIN. I 24""MIN. 2" MAX. SIZE.
------------
„ 7 '\ SEDDM ZOM - V L rrm
MINIMUM 98% COMPACTION.
PER- AASHTO T-180.
G
{SEE NOTE 5 & 6)
-- WHERE APPLICABLE; OVEREXCAVATION IS NOT
CDR BOX
s
PREFERRED IF DEWATERING IS NOT REQUIRED
PIPE
AREA REQ'D
PIPE
3T
MODEL NO.
SIZE
SIZE
DRIVEWAY FOR OTHERS
B
in
1.
BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED UMEROCK 3/8"-7/8" SIZING, ONLY AT THE
3"
OMNI C2 (OMNI 413)
DIRECTION OF THE CITY'S REPRESENTATIVE. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE
17x30 FLARED
17"
REMOVED.
mm
2.
THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES.
U
I
0
14" 18.6 SQ. FT.
3.
THE PIPE SHALL BE PLACED IN A DRY TRENCH.
0
•
4.
BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MULCH AND DEBRIS.
m
v
5.
DENSITY TESTS ARE REQUIRED EACH LIFT ABOVE THE PIPE AT INTERVALS OF 100' MAXIMUM IN PUBLIC RIGHTS OF WAY & 200'
PRESSURE A
MAXIMUM IN UTILITY EASEMENTS.
c
6.
THE DEVELOPER/CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE TRENCH SAFETY LAWS AND REGULATIONS.
RECLAIMED
7.
SEE SEPARATE DETAIL FOR "ROAD CROSSING PIPE INSTALLATION UNDER EXISTING ROADWAY."
a
8.
THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AS REQUIRED.
36" I
9.
EXCAVATION SIDE SLOPE SHORING, ETC SHALL CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO 987. OF MAXIMUM
y
MAX. C
DENSITY IN ACCORDANCE WITH AASHTO-T180.
DIP
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
SEC'.1 M A -A
NOT TO
EFF. DATE
TYPICAL TRENCH DETAIL
SCALE
I 01/13
END OF CITY I
WITH BOX
UTILITIES
OWNERSHIP & I
PAGE NUMBER
ENGINEERING DIVISION
G-5
Print - Maps Page 1 of 2
bing Maps
97 North Blvd, Boynton Beach, FL 33435
My Notes
http://www.bing.com/maps/Print.aspx?mkt=en-us&z-- l 7&s=r&cp=26.5134... 12/6/2013
CLEAR RWO
' w
i
L_
r�
v ALL BUSHINGS OR REDUCERS !
E SHALL BE BRASS
'v
1-1/2" TO 2" ABOVE FINISHED GRADE IN
GRASSED AREA. 0" IN PAVED AREA.
{SEE NOTE 5 & 6)
PIPE
CDR BOX
s
R/W LINE FOR ROADS. BACK OF
PIPE
AREA REQ'D
PIPE
/ CURB/SIDEWALK OR EDGE OF
MODEL NO.
SIZE
SIZE
DRIVEWAY FOR OTHERS
B
C
i
LIMIT OF MIN. UNOBSTRUCTED
3"
OMNI C2 (OMNI 413)
SPACE/CLEAR ZONE
17x30 FLARED
17"
E--
- -
_
\
6"
I
0
14" 18.6 SQ. FT.
�
z
Bldg. #90 South Blvd.
M
GRASS
AREA
m
v
- -
PRESSURE A
4" MIN. �
TEST LIMITS
RECLAIMED
MIN. DIP
(TYP.) t 1
i
36"
36" I
MAX. C
DIP
SEC'.1 M A -A
GATE VALVE 1
DIP
END OF CITY I
WITH BOX
OWNERSHIP & I
MAINTENANCE j
RESPOSIBIUTY i
i
i
=
'to
�
APPROVED 30"x48"
METER
BOX AND (LID NOT
SHOWN)
L.--
-- -- •----------.------.
!i
1
4'-8"
r�
v ALL BUSHINGS OR REDUCERS !
E SHALL BE BRASS
'v
1-1/2" TO 2" ABOVE FINISHED GRADE IN
GRASSED AREA. 0" IN PAVED AREA.
OWNER
I
I
MIN. SETBACK I
- FOR POWER
TRANSFORMER PAD
►-I
Zi
Uj
WI
�I
(51
ox I
L 350)I
METER TO BE SET
BY DEPARTMENT
r 24" MIN. DEPTH
-- DIP (CL 350)
3/4" WASHED ROCK
WITH FILTER FABRIC
UNDER METER BOX
METER
SENSM METER
PIPE
CDR BOX
s
o
PIPE
AREA REQ'D
PIPE
SIZE
MODEL NO.
SIZE
SIZE
A
B
C
D
E
3"
OMNI C2 (OMNI 413)
0
17x30 FLARED
17"
-
24"
_
36"
6"
11-1/4': BEND 20%
DEAD END: 100%
0
14" 18.6 SQ. FT.
16" 24.0 SQ. FT.
z
Bldg. #90 South Blvd.
m
v
- -
PRESSURE A
TEST LIMITS
RECLAIMED
MIN. DIP
WATER MAINMIN.B
MAX. C
SEC'.1 M A -A
OWNER
I
I
MIN. SETBACK I
- FOR POWER
TRANSFORMER PAD
►-I
Zi
Uj
WI
�I
(51
ox I
L 350)I
METER TO BE SET
BY DEPARTMENT
r 24" MIN. DEPTH
-- DIP (CL 350)
3/4" WASHED ROCK
WITH FILTER FABRIC
UNDER METER BOX
METER
SENSM METER
PIPE
CDR BOX
Bldg. #220 Main Blvd.
NOTE:
PIPE
AREA REQ'D
PIPE
SIZE
MODEL NO.
SIZE
SIZE
A
B
C
D
E
3"
OMNI C2 (OMNI 413)
3"
17x30 FLARED
17"
1 20"
24"
1 23"
36"
OI
I
wl
01
wl
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
RECLAIMED WATER 3" AND LARGER SCALE EFF, DATE
SCALE 12/12
METER SERVICE DETAIL PAGE NUMBER
R-1
.e,*sa�' Ir 1003 N. W I]'* street
p�0 ��` • Boynton Beach, FL 33426
61 734-3997
Fax (561) 734-3377
csi'ad Inc.
Dec. 9, 2013
To: City of Boynton Beach- Engineering
Re: Comments Application #13-00003954
Comment #4 -
All road crossings will be excavated, piped and backfilled one at a time to reduce the
time associated with crossing the road. We will pre -fabricate piping as practical so that
the piping can be installed as soon as the excavation is complete. Backfill and
preliminary compaction will occur after pipe is installed.
Patch work on the existing asphalt will be done by The Paving Lady and start after the
piping installation and again be done one at a time.
Please let me know if any further explanation is necessary.
Best Regards,
Bob Irsay
IE -
10
a
6" MIN.
#5 REBAR MIN. TWO REQUIRED. BEND TO
FIT & PAINT WITH 2 COATS BITUMINISTIC
PAINT BEFORE ASSEMBLY
u ''g
WIDTH\` SOIL
77
12" MIN. THICKNESS
OF CONCRETE
TYPICAL
n
E
1. THRUST BLOCKS SHALL BE FORMED AND POURED AGAINST UNDISTURBED SOIL. KEEP "r BOLTS
CLEAR OF CONCRETE, WRAPPED IN VISQUEEN FOR FUTURE ACCESS, WITH A MINIMUM OF 12"
THICKNESS BETWEEN THE FITTING AND THE SOIL.
2. BEFORE POURING, PLUGS SHALL BE WRAPPED WITH VISQUEEN AND A BOARD PLACED IN FRONT.
3. CONCRETE SHALL BE 2500 P.S.I. MINIMUM (28 DAY STRENGTH).
4. FITTINGS 16" AND LARGER SHALL HAVE MECHANICAL RESTRAINT, AND THRUST BLOCKS.
5. THE ENGINEER OF RECORD SHALL CALCULATE THE SIZE OF THE DEADMAN REQUIRED AS WELL AS
ANY INSTALLATION WHICH IS NOT COVERED BY THE ABOVE.
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO EFF. DATE
TYPICAL THRUST BLOCKS SCALE 01/13PAGE NUMBER
G -1O
High Point West- Water Schedule
The existing zones use between 40 to 80 gallons per minute for an average of @60 gpm
The system piping is set up to run 3 existing manifolds at one time for an average of
@180 gpm.
Grouts A- Monday, Wednesday and Saturday
#1- 12am to 2am
THRUST BLOCK
Bldg. # 320 North Blvd.
THRUST BLACK
Bldg. #220 Main Blvd.
NOTE:
PIPE
AREA REQ'D
PIPE
AREA REQ'D
REMARKS
FOR OTHER FITTINGS
Bldg. #210 Main Blvd.
Bldg. #110 South Blvd.
#3- 4am to 6am
USE THE FOLLOWING
FACTORS.
TEE: 100%
45' BEND: 71%
22 1/2' BEND: 39%
4" 2.0 SQ. FT. 20" 37.0 SQ. FT.
VALUES ARE FOR 90- BEND,
BASED ON 2000 P.S.F. SAFE
BEARING LOAD AND PIPE
PRESSURE OF 150 P.S.I. FOR
OTHER SOILS & PRESSURES THE
6" 4.0 SQ. FT. 24" 53.0 SQ. FT.
8" 6.6 SQ. FT. 27" 80.0 SQ. FT.
10" 10.0 SQ. FT. 98.0 SQ. FT.
Group B- Tuesday, Thursday
30"
AREA REQUIRED IS IN DIRECT
PROPORTION
11-1/4': BEND 20%
DEAD END: 100%
12" 14.0 SQ. FT. 36" 127.0 SQ. FT.
14" 18.6 SQ. FT.
16" 24.0 SQ. FT.
18" 30.0 SQ, FT.
1. THRUST BLOCKS SHALL BE FORMED AND POURED AGAINST UNDISTURBED SOIL. KEEP "r BOLTS
CLEAR OF CONCRETE, WRAPPED IN VISQUEEN FOR FUTURE ACCESS, WITH A MINIMUM OF 12"
THICKNESS BETWEEN THE FITTING AND THE SOIL.
2. BEFORE POURING, PLUGS SHALL BE WRAPPED WITH VISQUEEN AND A BOARD PLACED IN FRONT.
3. CONCRETE SHALL BE 2500 P.S.I. MINIMUM (28 DAY STRENGTH).
4. FITTINGS 16" AND LARGER SHALL HAVE MECHANICAL RESTRAINT, AND THRUST BLOCKS.
5. THE ENGINEER OF RECORD SHALL CALCULATE THE SIZE OF THE DEADMAN REQUIRED AS WELL AS
ANY INSTALLATION WHICH IS NOT COVERED BY THE ABOVE.
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO EFF. DATE
TYPICAL THRUST BLOCKS SCALE 01/13PAGE NUMBER
G -1O
High Point West- Water Schedule
The existing zones use between 40 to 80 gallons per minute for an average of @60 gpm
The system piping is set up to run 3 existing manifolds at one time for an average of
@180 gpm.
Grouts A- Monday, Wednesday and Saturday
#1- 12am to 2am
@180 gpm
Bldg. # 320 North Blvd.
Bldg. #220 Main Blvd.
Bldg. #120 South Blvd.
#2- 2am to 4am
@180 gpm
Bldg. #310 North Blvd.
Bldg. #210 Main Blvd.
Bldg. #110 South Blvd.
#3- 4am to 6am
@180 gpm
Bldg. #300 North Blvd.
Bldg. #200 Main Blvd.
Bldg. #100 South Blvd.
Group B- Tuesday, Thursday
and Sunday
#4- 12am to 2am
@180 gpm
Bldg. #225 North Blvd.
Bldg. #125 Main Blvd.
Bldg. #90 South Blvd.
#5- 2am to 4am @180 gpm
Bldg.#215 North Blvd.
Bldg. #115 Main Blvd.
Bldg. #95 North Blvd.
#6- 4am to 6am @180 gpm
Bldg. #205 Main Blvd.
Bldg. # 105 South Blvd.
Bldg. #97 North Blvd.
L FL
_,��
112013
CORRECTED p L COPY
REVISIONS I BY
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