HomeMy WebLinkAbout20161069 Ver 2_C503 8-2-17_20190108ti
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LINE MATERIAL d OPEN
AS SCHEDULED �,
POST INDICATOR VALVE WITH LINEGUARD TYPE III DETECTABLE U
TAMPER SWITCH BY ACIPCO (OR UNDERGROUND MARKING TAPE Z
2' SQ x 6" THICK o EQUAL) (6" WIDE TAPE) (VERIFY STD •� aj
CLASS B CONCRETE PAD PRINTING AND APWA COLOR SCHD 40 PVC & CAP TO 5
' LOCODES
SLOPE SLOPE ) OUTSIDE OF BUILDING Q > _
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a VALVE BOX TO SUIT VALVE ���\ FINISHED SURFACE GRADE SUBGRADE ELEV 0 }' v
AND DEPTH OF BUR Y>��r�r�i _ _
Q o I i ' BLDG WALL • o
DUCTILE IRON a III =III=11 II 1=III=III ��i,�� w J EXIST EARTH OR STRUC �
-Illi _III III =-III-�� > SEWER COVER REF SCHED. =
LINE FITTING II II III I�11=„I , o o FILL AS APPLICABLE —
��� ADJUST TOP SECTION � Y = FIFE CONNECT BY BLDG PLUMB. o �
WRAP FITTING w 2) 5 TAMP BACKFILL S O O -SLOPE SIDEWALLS OF FIN GRADE CONTR. REF BLDG. PLUMB. _ �
BARS EMBEDDED I C NCRETE TO FINISH GRADE o INDICATOR POST < U)
m EXCAVATION AS REQUIRED5' NOM FOR CONT. o
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III --III II -III -III” r�ii��i m o SDR 35 MORE THAN 5, U
* AS REQUIRED TO REACH UNDISTURBED SOIL -III=1 -III—II„ w cnJ �I OUTSIDE OF BUILDING 0
III -III II-III �; VALVE BOX TO BE ENTIRELY o O Q o
III— II III=11 �� z D w
THRUST BLOCK DIMENSIONS
PIPE
DIAMETER
TEE CROSS 90
45 WYE
22 1/2
A
B
A
B
A
B
4"
12"
12"
12"
12"
12"
12"
6
12
12
12
12
12
12
„
8
15
24
12
„
18
12
»
12
„
18
„
24
18
18
„
12
to10
12
12"
24"
30"
18"
24"
18"
12"
-- II = SUPPORTED BY CONCRETE o �o m g TIGHTLY COMPACTED FITTINGS AS REQ'D.
VALVE BODY =III=1 ° ° II —I r z o �Uj o CLEAN BEDDING
III -III 11=III ,�,� BLOCKS OR BRICKS TO SUIT. _
� PVC MAIN CL200 AWWA C900
`�' Qc� " 45° RUNOUT
III -11 III== III II-III rr`rr`� VALVE BOX MUST NOT BEAR _ m �N
r���,�;,�` SEE PLANS FOR PIPE SIZE
WATER PIPE �yTyT�,r r ON VALVE OR PIPE. � WYE FITTING CY) CN
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TRENCH NON METALLIC PIPING I
WIDTH , OR CONDUIT AS APPLICABLE =III REF TRENCH DETAIL c� m
AS REQ D �IIIIIII MAIN SEWER, REF SITE PLAN U w
CONCRETE SUPPORT PAD CAPPED WYE �IIIIIII �* w
-III-III-III-I (n C0
NOTE. 1 -III -III -III; g
RESILIENT SEATED GATE VALVE, 200 PSI REQUIRED AT ALL WATER, SEWER, GAS, AND OTHER SEWER LATERAL O w
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SITE UTILITIES. J w
INSTALLATION OF POST INDICATOR VALVE SHALL COMPLY WITH O W z
NFP/ -N 96 AND ALL APPLICABLE STATE AND LOCAL CODES AND u.1
ORDINANCES 0 J N
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Thrust Block Gate Valve 3 Post Indicator Valve 4 Pi e Trench 5 Building Sewer Connection U) Y CO
N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
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NOTES: METER SET BY BLDG 4" X 24" X 24" X 2�" X 2�" QUAD FIRE NOTE:
DOMESTIC GAS SHALL BE PRESSURE CONTRACTOR DEPARTMENT CONNECTION (FACE TOWARD 1. ALL HYDRANTS TO BE SET PLUMB W/NOZZLE FACING a) �
TESTED ® 90 PSI AND A MIN. OF 2 HYDRANT) VERIFY SIZE REQUIREMENT AND STREET UNLESS OTHERWISE SPECIFIED BY FIRE - E U)
HOURS. ALL TESTING OF DOMESTIC GAS N LOCAL FIRE DEPARTMENT THREADING DEPARTMENT 0 z
HEAVY DUTY FRAME AND COVER
SHALL BE WITNESSED BY GAS UTILITY. - THREADED PVC CLEANOUT PLUG > O
w REQUIREMENTS AT HOSE CONNECTIONS 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE / 0) 2E
� GRADE SURFACE AWAY W LETTERS C.O. CAST IN COVER
w SWING CHECK VALVE1 " IN GRASSY AREA 0
o FROM CLEANOUT
LOCK SET BY ~ PAINTED METAL 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND 0" IN PAVED AREA C: o
BLDG CONTRACTOR RISER FIRE HYDRANT AS APPURTENANCES <. J
GAS MAIN DOMESTIC GAS � SPECIFIED BY CITY ADJUSTABLE HEAD
FINISHED GRADE FINISHED SURFACE PROVIDE 2 SQUARE 4„ MIN. 2500 PSI P.C.
GRADE X 6” THK. CONC. 12" 12" CONCRETE COLLAR
I I1=III=1I I11=III=III=III=III=III=III=III=1 1=III=III=III=III=III=III=III=11I II-III=III= rte{ COLLAR AROUND NOTE: SEE APPLICABLE
IIII=III=11 11=III=III=III=III=III=III=III=1llL. III-III=III=III=III=III=III=III= III=III=1 ALL VALVE BOXES FINISH GRADE DETAIL FOR BACKFILL AND
BEDDING INSTRUCTIONS.
� � SIZE OF RISER PIPE PER LOCAL CODES
z v EPDXY COATED AND 6 CU. FT. GRAVEL VALVE BOX AS SPECIFIED BY CITY 5° BEND
o METER RISER (AGA °a °o°°o°°°�°�� °
M LINED RISER PIPE 6" M.J. GATE VALVE
APPROVED BY SITE DRAIN -KEEP CLEAR 12 0° °
CONTRACTOR O OF CONCRETE W/RETAINING GLANDS OZ o° ° .°°' CO 0°o°° (n
= 6 D.I. M.J. TEE ° °° o° o CO. ° o° ° ° .
w 8 MIL POLYETHYLENE v o°° °° _ °° ° °°o° °—
° ° ° ° - ° °° °o ° DIRECTION OF FLOW
\\ _ °
DOMESTIC GAS PE -2406 o PVC MAIN CL200 AWWA C900
( ) +-+
LINING BETWEEN
BY SITE CONTRACTOR SEE PLANS FOR PIPE SIZE
CONC. & DUCTILE\X _
TAP & VALVE W/VALVE BOX BY IRON (TYPICAL)o
GAS UTILITY - TO FIRE SPRINKLER
WYE-// PLUG WYE IF SERVICE LATERAL
GAS MAIN BY GAS UTILITY REFER TO THRUST \,, �,\j�\j,�\/�\i;` REFER TO THRUST BLOCKING DOES NOT CONTINUE
2-1/2 X 24 X 24 BLOCKING DETAIL FOR RETAINING DETAIL FOR THRUST BLOCKING SEE PLAN FOR PIPE SIZE, 0 }'
CONCRETE SUPPORT THRUST BLOCKING RETAINING i GLAND REQUIREMENTS TYPE AND ELEVATION Q v)
PAD REQUIREMENTS GLAND
INSTALLATION OF FIRE DEPARTMENT CONNECTION SHALL COMPLY WITH NFPA CONCRETESUPPORT
PROVISIONS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.
CONTRACTOR TO PROVIDE NON -FREEZE COMPONENT CONNECTION.
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6 Domestic Gas 7 Fire Department Connection 8 Fire Hydrant Assembly 9 Sanitary Sewer Cleanout
N.T.S. N.T.S. N.T.S. N.T.S.
INSTALL BRACKET SPACER AS
REQUIRED. PROVIDED BY METAL
BUILDING SUPPLIER
LL Zo
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Y „ DOWNSPOUT PER - BLOCK WALL
m ELEVATION ^
BUILDING DOWNSPOUT
8" SCHED. 40 PVC PIPE
WITH CAP CUT OUT FOR
DOWNSPOUT. PAINT TO MATCH
1 1/2" DOWNSPOUT 1/2" DIA. MASONRY
COMPACTED EARTH BACKFILL ANCHORS o
AT NON PAVED AREAS AND
COMPACTED #57 STONE o
BACKFILL AT PAVED AREAS 004„ z
° a a
—MI a .
0 0 o L6x3.5 STEEL ANGLE 11ti11111,�,
=III=III III a a. PER SIDE WELD TO
dill
W8x10 STEEL CHANNEL
I -I �III
I—I _l
I—I � I—I � I—I I a IIIIII=III—�
IIIIIIIII —III a III=III=III= BEAM 3'-0" LONG - e',
FERNCO COUPLING =I I =I I =I =III= — • _
_ Ell
_ , e a III= � I = I CONTINUOUS FOOTING 1 —0 ABOVE GRADE y' w
�3�i17"
—III—III -
F
— — — — — — I III— I=I I I NOTE: PROVIDE AT ALL DOCK/OVERHEAD DOOR LOCATIONS f�
IIIIII—III— =III=I I I=III= PAINT YELLOW (SEE SCHEDULE)
101
8" PVC SCHED - 40t�q'�
LONG SWEEP
IIIIII
_ = _ =III=III=I II 90° ELBOW VERIFY SIZE AND PROFILE OF DOWNSPOUT WITH METAL BUILDING
—IIIIIIIIIIIIIII I _ - 8"� CPP -CONNECT INTO MAIN SUPPLIER PRIOR TO INSTALLATION TO ENSURE ADEQUATE CLEARANCE Drawn By CDB
=III - III PIPE AS REQ'D TO MAINTAIN MIN.
lL71
HI—Q DRAIN PIPE (OR APPROVED SLOPE OF .5%
Checked EJB
EQUIVALENT) SEE GPI FOR SIZE
SLOPE MIN. OF 0.5%. Downspout Approved EJB
Job No. 217045
N.T.S. 8-2-17
Scale Date
APPROVED BY PURCHASER / TENANT DATE
10 APPROVED BY DEVELOPER / SELLER DATE C 5 O 3
N.T.S. Roof Drain Sheet No.