00-0332-043 W
N try � a
_ - Imo/
ta
- -- — --
v N
REDUCED PRESSURE
Pavement
BACKFLOW PREVENTION 0'7
- + � + � `.\
Elev + 0 ' -
--
COCK DETECTOR ASSEMBLY
=
v o �
TEST
R/W LINE � ----- -/ � � -
OS&Y GV (TYP.) - - f f - M E 0
- - ' � - �
0 O
MEGA LUGS OR THRUST
4 5^ 45^ MEGA LUGS OR THRUST -
RODS (4 MIN.) TO BE
RODS (4 MIN.) TO BE
PAINTED SAME AS SSEMBLY PAINTED SAME AS ASSEMBLY
+ 1 LIU
FINISH GRADE
�<
TO CONSUMER'S
BUILDING
_ CONCRETE 4" CONC. SLAB W/
-- -
SUPPORT 12 MIN. WIRE MESH 2500
30" MAX. PSI CONCRETE (MIN)
(FROM LOWEST POINT
OF BACKFLOW DEVICE) + \
REACTION BLOCK
2
ELEVATION - ------ _ f f '
4' X 7' CONCRETE FILLED
POST 36" BURY LINE
(6" MIN.)
- \
O � _
7f '
3
0 vNOTE:
ABOVE GROUND PIPING TO
BE DUCTILE IRON. _
FLANGE COUPLING TO BE
PAINTED WITH TWO COATS OF
PAINT AS DIRECTED BY THE
PERTAINING CITY ORDINANCE
TO CONSUMER'S AREA OF ASSEMBLY TO BE
BUILDING LANDSCAPED WITH PLUMBAGO
AURICULATA (AKA:
SKYFLOWER)
0 O _
CONCRETE SLAB BE O REDUCED PRESSURE BACKFLOW PREVENTION DETAIL -
6' X 4' ((MIN.) BACKFLOW PREVENTION
ff �-
DETECTOR ASSEMBLY N Scale
nPLAN VIEW
+ 0
TEE METER COMPOUND OS&Y GV (TYP.) DOUBLE CHECK VALVE <' =
STRADER METER TEST BACKFLOW PREVENTION
R/W LINE TEE COCK DEVICE
MEGA LUGS OR THRUST 45- MEGA LUGS OR THRUST
RODS (4 MIN.) TO BE
RODS (4 MIN.) TO BE ❑ g PAINT SAME AS ASSEMBLY J -
PAINTED SAME AS ASSEMBLY —`
FINISH GRADE ___
11
TO CONSUMER'S
CONCRETE FLANGE 4" CONC, SLAB W/
BUILDING ��
- SUPPORT COUPLING 12" MIN. WIRE MESH 2500
ADAPTER 30" MAX. PSI CONCRETE (MIN)
(FROM LOWEST POINT 'f
REACTION BLOCK OF BACKFLOW DEVICE) �f � -+ u
+ 3 -�
ELEVATION
4' X 7' CONCRETE FILLED +
POST 36" BURY LINE
FLANGE FLANGE (6" MIN.) y m V)
COUPLING X PE PIPE NOTE: I U)
ADAPTER (�
O ABOVE GROUND PIPING TO 0
0 - -- BE DUCTILE IRON.
FLANGE COUPLING ADAPTER 4- C IN E
TO BE SMITH BLAIR NO. 913. I 0 0 r
FLANGE COUPLING TO BE - I •`—
PAINTED WITH TWO COATS OF
PAINT AS DIRECTED BY THE
PERTAINING CITY ORDINANCE
AREA OF ASSEMBLY TO BE
TO LANDSCAPED WITH PLUMBAGO V/
c-
oo BUILDING CONSUMER'S AURICULATA (AKA:
SKYFLOWER)
0 0
' $ I 0
CONCRETE SLAB TO BE O REDUCED PRESSURE /
8' X6' (MIN.) METER ASSEMBLY BACKFLOW PREVENTION
DETECTOR ASSEMBLY MASTER METER/FIRE LINE ASSEMBLY DETAIL
n _ Draina 'e/Landfo m Detail
nPLAN VIEW Not to Scale -
- Scale 1/8" = 1'-0"
1 1/2" TYPE S-3 ASPHALT CONCRETE PAVMENT WITH PRIME
SLOPE 1/4" PER FT. UNLESS OTHERWISE SPECIFIED.
6 BANKRUN SHELL BASE LBR 100 MINIMUM
98% DENSITY AASHTO T-180 5.200
_ SUB—BASE LBR 40 MINIMUM Revisions
_ 98% DENSITY AASHTO T-180
SUBGRADE AASHT A-3 OR BETTER
LIGHT BROOM (SANDY) s
R=2"
SURFACE TEXTURE
r�6 R=3 R=3/4" Project
LIGHT BROWN (SANDY) SURFACE TEXTURE FIBERMESH REINFORCING R-2
#1a WIRE s" x s' �` PAVEMENT
(Mw) ` 7-1/2 NSTD. NOTE; 9933clem
47-a a e 6" ,MIN
S -
N THE SUBGRAGE HALL CONSIST OF A 3 OR BETTER MATERIAL FOR A DEPTH OF 3 FEET BELOW
THE SUBGRADE. IF THE SUBGRADE IS REL\PLACED OR DISTURBED, IT SHALL BE COMPACTED TO
- 98%T-180 TO THE DPETH REPLACED OR DISTURBED.
-
�
SUBGRADE SOHALL BE LBR 40 MINIMUM THE SUBGRADE MAY BE STABALIZED IN PLACE TO PROVIDE REQUIRED LBR AND DENSITY.
A-3 OR BETTER MATERIAL NOTE:
C1m02
COMPACTED TO 98% MINIMUM T-180
_�
SUBGRADE SDHALL BE LBR 40 MINIMUM WHEN USED ON HIGH SIDE OF ROADWAYS AND PARKING BANDRUN SHELL BASE MAY BE SUBSTITUTED WITH SOIL CEMENT CONSISTING OF LOCAL SHELL
COMPACTED TO 98% MINIMUM T-180 AREAS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH MATERIAL WITH A MINIMUM LBR VALUE 100 SOURCE SITE MIXED WITH 2 1/2% CEMENT
A-3 OR BETTER MATERIAL THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE CURB COMPACTED 98% T-180.
HEIGHT SHALL BE 6" UNLESS OTHERWISE SHOWN ON THE
PLANS.
Sheet 2 of 24
0 TCAL CONCRETE SIDEWALK SECTION TYPICAL CONCRETE SIDEWALK SECTION TYPICAL TYPE F CURB DETAIL TYPICAL ASPHALT PAVEMENT SECTION {�
Not to Scale Not to Scale Not to Scale
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