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4'-6" 5'-6"WITH T SIDEWALK, 1'WITH'0'SIDEWALK <br /> TIN PLANTER AREA WITH T SIDEWALK <br /> 2'-6" 2' <br /> GL <br /> 4 1/2'OUTLET BLUE REFLECTIVE I <br /> FACING STREET PAVEMENT MARKER i <br /> i <br /> 18"MIN SEE VALVE 6" <br /> 6"CONCRETE PAD BOX AND <br /> (SEE NOTE 5) 6" RISER DETAIL I I <br /> SP 402 <br /> BREAK OFF SPOOL EXPANSION JOINT C900 OR SDR 35 <br /> (SEE NOTE 2) 4"AGGR,BASE AS DIRECTED BY INSPECTOR <br /> T_ ` 6"HYDRANT BURY WITH RISER (M NIMUM) <br /> ` SPOOL,IF NECESSARY. <br /> 2.-6" �`� 6" r <br /> ` THRUST BLOCK <br /> O s OR RESTRAINED <br /> `•: .,;.�;SAND BEDDING JOINT <br /> 2'-6" — fI — POLYWRAP AS PER—/ WATER MAIN <br /> AWWA-C105 6"RESILIENT WEDGE GATE <br /> FLANGED OR VALVE WITH FLANGED <br /> Z7THRUST BLOCK OR MECHANICAL JOINT CONNECTION(SEE NOTE 3) <br /> RESTRAINED JOINT <br /> (SEE NOTE 4) <br /> �- <br /> STOP i BLUE REFLECTIVE <br /> MARKERS (HAWKINS <br /> NOTES: pt <br /> -DB OR EQUAL) <br /> 1. HYDRANT SHALL HAVE 1,4 1/2"UPPER OUTLET AND 1,2 1/2"HOSE OUTLET,LONG BLUE REFLECTIVE MARKER: <br /> BEACH 425,MUELLER A481,CLOW 850 OR APPROVED EQUAL.HYDRANTS AND ALL BLUE MARKERS SHALL BE PLACED ON <br /> EXPOSED PARTS SHALL BE PAINTED ONE COAT PRIMER AND TWO FINISHING COATS THE LEFT HAND SIDE OF TRAVEL LANE <br /> OF BENJAMIN MOORE SAFETY YELLOW OR FULLER O'BRIEN HIGHWAY YELLOW. <br /> 2. BREAK OFF SPOOL 6"IN LENGTH SHALL BE INSTALLED 2"ABOVE CONCRETE SLAB. ADJACENT TO THE FIRE HYDRANT TO <br /> THE CENTER OF STREET. <br /> THE BOLTS ATTACHING HYDRANT TO BURY AND SPOOL SHALL BE OF THE BREAK-OFF <br /> TYPE,HEX HEAD,GALVANIZED OR STAINLESS STEEL.NUTS SHALL BE DOWN. <br /> 3. VALVE SHALL BE PLACED ADJACENT TO THE MAIN AS A RESILIENT WEDGE GATE MARKER LOCATION <br /> VALVE.TOTALLY ENCAPSULATED,FACTORY EPDXY LINED&COATED. <br /> 4. THRUST BLOCK SHALL BE INSPECTED AND APPROVED AT THE TIME OF <br /> CONSTRUCTION PER CITY STANDARD PLAN 423. <br /> 5. CONCRETE PAD SHALL BE 4'-6"X5'.SLOPE SHALL BE 1/4"IN V TO CURB.CONCRETE <br /> SHALL BE CLASS"B"2500 PSI;4"MAXIMUM SLUMP;3/4"MAXIMUM AGGREGATE WITH <br /> 1/2 L8.LAMPBLACK PER CUBIC YARD. PAD SHALL BE FINISHED TO THE <br /> SPECIFICATIONS OF THE SIDEWALK. <br /> 6. HYDROSTATIC TESTING IS REQUIRED FOR RUNS IN EXCESS OF ONE PIPE LENGTH. <br /> 7. HYDRANTS SHALL BE PLACED AT PROPERTY LINE EXTENSION, AT END OF CURB <br /> RETURN,3 FT.FROM DRIVEWAYS,AND NEAR STREET LIGHTS,OR AS SHOWN ON <br /> PLANS APPROVED BY CITY ENGINEER. APPROVED BY: <br /> 8. HYDRANT BODIES ARE TO BE LINED WITH FACTORY TWO PART EPDXY. <br /> 9. FOR DEVELOPMENT PROJECTS DESIGN ENGINEER SHALL PROVIDE CALCULATIONS <br /> TO PROVIDE ADEQUATE FLOW.FIRE HYDRANT LATERAL SIZE MAY BE INCREASED <br /> BASED ON FIRE FLOW CALCULATIONS. <br /> FIRE CHIEF <br /> CITY OF 'TRACY <br /> REVIEWED BY: STANDARD <br /> ® PLAN 401 <br /> r T. <br /> CIN ENGINEER RCE 37186 No. <br /> TRACY Res No. 2008-255 DATE: <br /> V- 5. Rev: <br /> g`m Rev: FIRE HYDRANT <br /> Think Inside the Triangle TM Rev: Rev: <br />