20161069 Ver 2_C503 6-19-17_20190108

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THRUST BLOCK DIMENSIONS
PIPE
DIAMETER
TEE CROSS 90
45 WYE
22 1/2
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B
A
B
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B
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12
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12
12 "
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6"
12"
12"
12"
12"
12"
12"
8"
15"
24"
12"
18"
12"
12"
10"
18"
24"
18"
18"
12"
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12"
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30"
18"
24"
18"
12"
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LINE MATERIAL
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AS SCHEDULED CV �� a
-POST INDICATOR VALVE WITH
LINEGUARD TYPE III DETECTABLE
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TAMPER SWITCH BY ACIPCO (OR
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BARS EMBEDDED IN CONCRETE
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EXCAVATION AS REQUIRED
5' NOMFOR
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AS REQUIRED TO REACH UNDISTURBED SOIL
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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"
10"
18"
24"
18"
18"
12"
12"
12"
24"
30"
18"
24"
18"
12"
= II = SUPPORTED BY CONCRETE o �o w g TIGHTLY COMPACTED FITTINGS AS REQ'D.
VALVE BODY-----III-III 11BLOCKS OR BRICKS TO z
= CLEAN BEDDING
SUIT.
PVC MAIN CL200 AWWA C900 w Mr 45° RUNOUT
ITI= III III -I m N CO N
III=11 III =-III 11=III VALVE BOX MUST NOT BEAR SEE PLANS FOR PIPE SIZE -� ' � ���
WATER PIPE -----'ON VALVE OR PIPE. TRENCH WYE FITTING co N
NON METALLIC PIPING 1= m rn
WIDTH OR CONDUIT AS APPLICABLE =III REF TRENCH DETAIL ch I-
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AS REQ D -III MAIN SEWER, REF SITE PLAN U w
CONCRETE SUPPORT PAD CAPPED WYE �IIIIII� -_ (� * w
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NOTE: 1 -III -III -III- n z W
RESILIENT SEATED GATE VALVE, 200 PSI REQUIRED AT ALL WATER, SEWER, GAS, AND OTHER SEWER LATERAL `� 0 (D z
SITE UTILITIES. 0 w
INSTALLATION OF POST INDICATOR VALVE SHALL COMPLY WITH O Wz I-
NFPA 96 AND ALL APPLICABLE STATE AND LOCAL CODES AND u.1
ORDINANCES W O c J N
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2 �Z�
1 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. p 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
TESTED ® 90 PSI AND A MIN. OF 2 ~ HYDRANT) VERIFY SIZE REQUIREMENT AND STREET UNLESS OTHERWISE SPECIFIED BY FIRE E
HOURS. ALL TESTING OF DOMESTIC GAS N I LOCAL FIRE DEPARTMENT THREADING DEPARTMENT 0 z
HEAVY DUTY FRAME AND COVER
SHALL BE WITNESSED BY GAS UTILITY. � N REQUIREMENTS AT HOSE CONNECTIONS THREADED PVC CLEANOUT PLUG (D O
w � 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE W/LETTERS C.O. CAST IN COVER 0) 2E
w SWING CHECK VALVE GRADE SURFACE AWAY FROM CLEANOUT 1 " IN GRASSY AREA 0 -
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LOCK SET BY ~ PAINTED METAL 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND 0" IN PAVED AREA U)
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
III=1 I I=1 I I III=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I 11=1 11=1 11= ��'��'� COLLAR ARo U N D NOTE: SEE APPLICABLE
1=III=III=11 11=III=III=III=III=III=III-III-Il1L III=III-III=III=III=III=III=III= III=III-I ALL VALVE BOXES FINISH GRADE DETAIL FOR BACKFILL AND
o BEDDING INSTRUCTIONS. I II SIZE OF RISER PIPE PER LOCAL CODES
/\/,\//�//\ \/i\/\/\ //i�/i//�/��/��/� r /\ r` I I III 45° BEND
o METER RISER (AGA z o EPDXY COATED AND 6 CU. FT. GRAVEL VALVE BOX AS SPECIFIED BY CITY ° ° °° °° °I
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APPROVED BY SITE w LINED RISER PIPE DRAIN -KEEP CLEAR 12 6 M.J. GATE VALVE
CONTRACTOR OF CONCRETE » W/RETAINING GLANDS o z o° ° O °° %e�° o°o°°
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1 8 MIL POLYETHYLENE \ M.J. TEE - °° °°°° 00o DIRECTION OF FLOW
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DOMESTIC GAS (PE -2406) o -PVC MAIN CL200 AWWA C900 LINING BETWEEN : \\ - -
BY SITE CONTRACTOR SEE PLANS FOR PIPE SIZE
CONC. & DUCTILE
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OOoO°TAP & VALVE W/VALVE BOX BY IRON (TYPICAL) °o°o°
TO FIRE SPRINKLER
GAS UTILITY WYE° °
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PLUG WYE IF SERVICE LATERAL
GAS MAIN BY GAS UTILITY REFER TO THRUST 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 GLAND REQUIREMENTS TYPE AND ELEVATION Q
PAD REQUIREMENTS GLAND
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INSTALLATION OF FIRE DEPARTMENT CONNECTION SHALL COMPLY WITH NFPA CONCRETESUPPOR
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 De Department Connection $ Fire Hydrant Assembly9 SanitarySewer Cleanout
N.T.S. N.T.S. p N.T.S. N.T.S.
INSTALL BRACKET SPACER AS
REQUIRED. PROVIDED BY METAL
BUILDING SUPPLIER
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DOWNSPOUT. PAINT TO MATCH BUILDING DOWNSPOUT 3" Min / () VARIES ^
1 1/2 DOWNSPOUT 1/2» DIA. MASONRY
COMPACTED EARTH BACKFILL a a I ANCHORS o
AT NON PAVED AREAS AND
RON
COMPACTED #57 STONE z °
°0 a 4 SPILL TO GRADE
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BACKFILL AT PAVED AREAS 00
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a PIPE SIZE AND SLOPE VARIES — — — — -�
_ - SEE SHEET 0201 11=III=III=III=III= Elevation
L6x3.5 STEEL ANGLE �1'�� �
III=III III1 = III=III=III=III=1 I PER SIDE WELD TO , ° �V ,CAS
COMPACTED EARTH BACKFILL
w8x 1 o STEEL CHANNEL S
III_1 I=III-1 AT NON PAVED AREAS AND IIIIIIIIII-III-
-III=III=III=III=III a III=III=III=III COMPACTED #57 STONE IIIIIIIIIIII1 BEAM„ 3'-0" LONG - F
FERNCO COUPLING 1=III=III=III=III=1 - 1 —o ABOVE GRADE _ _ �Ir �-
a a III=III = CONTINUOUS FOOTING BACKFILL AT PAVED AREAS I=I I =I II I=I I = PVC PIPE �1�6
III -III- - I I I -I I I -I I I -I I I -I I BLDG.
1 =1 1=1 = I III=III=III III=III I IIIIIIIIII=III= NOTE: PROVIDE AT ALL DOCK/OVERHEAD DOOR LOCATIONS :'�ff°�
III III -III- III III -III- III -III -III -III -II PAINT YELLOW (SEE SCHEDULE) - R-1
11 =H = 8" PVC SCHED - 40 -III-III 1=1 I I I -I I -I I -I I -I 11= RA SI ,-
1 _ _ - I =III=III=III=III=III I-
LONG ELBOW SWEEP CONTINUOUS III=III=III=III = I III=III=III=III=II - 6' CURB r;
III _ II—III = _—III—III—III- III—III III I , . III III III III-
° VERIFY SIZE AND PROFILE OF DOWNSPOUT WITH METAL BUILDING
=I IIIIIIIIIIIIIIING
II _ - 8"� CPP -CONNECT INTO MAIN _ III -III -III -III -III -I I a ° SUPPLIER PRIOR TO INSTALLATION TO ENSURE ADEQUATE CLEARANCE Drawn By CDB
1 �- - I=III-III-III-I -III-III-I I 1 -III PIPE AS REQ'D TO MAINTAIN MIN. -III = I=I I III -III -III -III= a CONCRETE
I—III—III—I — HI -Q DRAIN PIPE (OR APPROVED SLOPE OF .5% III=III=III = a a =III=III=III= I Checked EJB
EQUIVALENT) SEE GPI FOR SIZE III I II I—II ° IIIIIIIII—III- SPILL TO GRADE
SLOPE MIN. OF 0.5%.IIIIII—III—III IIIIIIIIIIII THROUGH CURB LINE 11 Approved EJB
-III-III-III-I I � � III -III -III -III= Downspout .lob No. 217045
Section 1=1 11=1 1=1 1=1 11=1 11=1 1=1 11=1 11=1 1=1 11=1
Plan N.T.S. 6-19-17
Scale Date
APPROVED BY PURCHASER / TENANT DATE
Roof Drain
10 10b Roof Drain APPROVED BY DEVELOPER / SELLER DATE C503
N.T.S. N.T.S. Sheet No.