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Home My WebLink About20161069 Ver 2_C503 8-2-17_20190108ti 0 N LM 0- 0 0 J C 0 U ti 0 N 0 Q co C) U c m z a� U) U 0 WE 10 •� -Se B � � Z * 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 •U) aj CLASS B CONCRETE PAD 'o PRINTING AND APWA COLOR SCHD 40 PVC & CAP TO 5 CODES ~ SLOPE SLOPE ) _ OUTSIDE OF BUILDING Q > � m � 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 DUCTILE IRON a III =III=11 II 1=III=III ��i,�� w J EXIST EARTH OR STRUC -Illi _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 BACKFILLS O O -SLOPE SIDEWALLS OF FIN GRADE CONTR. REF BLDG. PLUMB. BARS EMBEDDEDI C NCRETE TO FINISH GRADE o INDICATOR POST M U) m EXCAVATION AS REQUIRED5' NOM FOR CONT. o co 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 III -III 11=111 �; VALVE BOX TO BE ENTIRELY o O Q 0 III— II 111=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" -- I Il- � SUPPORTED BY CONCRETE o �o m g TIGHTLY COMPACTED FITTINGS AS REQ'D. VALVE BODY =III=1 ° ° II —I r z o �''� � o CLEAN BEDDING III -III 11=III ,�,� BLOCKS OR BRICKS TO SUIT. _ PVC MAIN CL200 AWWA C900 III—I �� w:20 " 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�,rr ON VALVE OR PIPE. WYE FITTING N TRENCH NON METALLIC PIPING I� � rn WIDTH , OR CONDUIT AS APPLICABLE =III REF TRENCH DETAIL c� [-- AS REQ D �IIIIIII MAIN SEWER, REF SITE PLAN U w CONCRETE SUPPORT PAD CAPPED WYE �IIIIIII �* w -III-III-III-I (n U) NOTE. 1 -III -I I I -I I I; w RESILIENT SEATED GATE VALVE, 200 PSI REQUIRED AT ALL WATER, SEWER, GAS, AND OTHER SEWER LATERAL OL) _ z 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 Q Q Q) <x 2 �Z� 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. ANo_ w 00 0 a U� 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. CONIC. 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° ° .°°' 0°o°° (n = 6 D.I. M.J. TEE ° °° o° o CO.°° *-0, 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 CONIC. & DUCTILE\X _ TAP & VALVE W/VALVE BOX BY IRON (TYPICAL)� ° ° GAS UTILITY - TO FIRE SPRINKLER °°°O° °°°°0 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. c� L 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 -0 Ln O J -gin 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 " 00 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 W8x10 STEEL CHANNEL IIIIIIIIIIII— III a III=III=III= BEAM 3'-0" LONG - e', FERNCO COUPLING =I I =I I =I =III= — • _ _ _ _ , e a III= � I = I CONTINUOUS FOOTING 1 —0 ABOVE GRADE y' w �3�i17" —III—III - F — — — I — HEW —I , III=III= I NOTE: PROVIDE AT ALL DOCK/OVERHEAD DOOR LOCATIONS IIIIII—III— IIIIII=III= PAINT YELLOW (SEE SCHEDULE) 8" PVC SCHED — 40t�q'� - LONG SWEEP IIIIII 90° ELBOW VERIFY SIZE AND PROFILE OF DOWNSPOUT WITH METAL BUILDING 8"0 CPP -CONNECT INTO MAIN SUPPLIER PRIOR TO INSTALLATION TO ENSURE ADEQUATE CLEARANCE Drawn By CDB =III -III III — 11-1 —I I J—III PIPE AS REQ'D TO MAINTAIN MIN. III—III—III—III— 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.