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1 1/2- s" 1/4" <br />DIAMETER <br />SECTION A—A <br />NOTES. <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON CONFORMING <br />TO ASTM A -48 -CLASS 30. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH APPROX. 22 LBS. <br />COVER SHALL WEIGH APPROX. 7 LBS. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL CONFORMING <br />TO A.WW.A. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />SURVEY MONUMENT FRAME & COVER <br />TYPICAL THRUST <br />BLOCK BEND <br />4e MAX. <br />(TYP'FOR ALL <br />ANGLES) <br />— 1' MIN. —I <br />TYPICAL SECTION THRU <br />THRUST BLOCK <br />NOTES: <br />1. ALL THRUST BLOCKS SHALL <br />BE POURED AGAINST <br />UNDISTURBED SOIL, <br />2. RESTRAINT SYSTEM FOR <br />VERTICAL PIPE BENDS SHALL <br />BE APPROVED BY THE <br />AGENCY. <br />3. THRUST RESTRAINT SYSTEMS <br />FOR PIPES LARGER THAN 12" <br />SHALL BE DESIGNED ON A <br />CASE BY CASE BASIS AND <br />SHALL BE APPROVED BY THE <br />AGENCY. <br />4. CONCRETE SHALL BE CLASS B. <br />11 <br />0 <br />ru <br />THRUST BLOCK AREA IS BASED ON THE SIZE OF <br />THE BRANCH LINE. <br />e e ° „B„ <br />° <br />n v <br />a a <br />e � <br />e c u <br />V MIN. / <br />TYPICAL THRUST BLOCK <br />TEE OUTLET <br />I F�1' MIN. <br />TYPICAL THRUST BLOCK <br />DEAD END <br />THRUST <br />P.L. <br />VALVE BOX DETAILS <br />HYDRANT <br />ALLOWABLE SOIL <br />1000 LBS. PER <br />BEARING <br />SQ. FT <br />a� <br />'A" <br />"B" <br />22 11Z <br />1'-6" <br />1'-6" <br />45' <br />2'-0" <br />PUMPER OUTLET FACING STREET <br />90' <br />3'-0" <br />� I <br />TEE OUTLET <br />o <br />2'-0" <br />DEAD END <br />8" MIN. <br />2'-0" <br />2" MIN. <br />A <br />J <br />22 112- <br />SUR <br />a <br />12" MAX. <br />,_ <br />4" MAX. <br />90' <br />7 <br />31_011 <br />3 4" R <br />e <br />3'-0" <br />20" MAX. <br />3'-0" <br />3'-0" <br />STANDARD <br />22 11Z <br />3'-0" <br />2'-0" <br />45' <br />o �. <br />o <br />90' <br />5'-0" <br />COUPLING <br />OUTLETTEE <br />4'-0" <br />8 <br />VALVE BOX <br />A — �y q o 0 0 0 o c <br />Q <br />e . <br />o .e ANGLE METER <br />STOP <br />BY OWNER <br />22 112' <br />3'-0" <br />3'-0" <br />45' <br />4'-0" <br />4'-0" <br />M NU <br />2" <br />4'-0" <br />TEE OUTLET <br />- <br />4" CLEARANCE <br />4'-0" <br />HYDRANT "1" <br />30" MIN. <br />® <br />MECHANICAL JOINT <br />Cr <br />1/2" PATTERN LETTERS SERVICE <br />❑5 <br />O <br />SADDLE 90° <br />VIII <br />COVER 1/2-X 1" FRAME <br />LIFT <br />- <br />• y <br />HOLES <br />MACHINED <br />SEATING o <br />THRUST BLOCK <br />I <br />SURFACES <br />1 1/2- s" 1/4" <br />DIAMETER <br />SECTION A—A <br />NOTES. <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON CONFORMING <br />TO ASTM A -48 -CLASS 30. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH APPROX. 22 LBS. <br />COVER SHALL WEIGH APPROX. 7 LBS. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL CONFORMING <br />TO A.WW.A. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />SURVEY MONUMENT FRAME & COVER <br />TYPICAL THRUST <br />BLOCK BEND <br />4e MAX. <br />(TYP'FOR ALL <br />ANGLES) <br />— 1' MIN. —I <br />TYPICAL SECTION THRU <br />THRUST BLOCK <br />NOTES: <br />1. ALL THRUST BLOCKS SHALL <br />BE POURED AGAINST <br />UNDISTURBED SOIL, <br />2. RESTRAINT SYSTEM FOR <br />VERTICAL PIPE BENDS SHALL <br />BE APPROVED BY THE <br />AGENCY. <br />3. THRUST RESTRAINT SYSTEMS <br />FOR PIPES LARGER THAN 12" <br />SHALL BE DESIGNED ON A <br />CASE BY CASE BASIS AND <br />SHALL BE APPROVED BY THE <br />AGENCY. <br />4. CONCRETE SHALL BE CLASS B. <br />11 <br />0 <br />ru <br />THRUST BLOCK AREA IS BASED ON THE SIZE OF <br />THE BRANCH LINE. <br />e e ° „B„ <br />° <br />n v <br />a a <br />e � <br />e c u <br />V MIN. / <br />TYPICAL THRUST BLOCK <br />TEE OUTLET <br />I F�1' MIN. <br />TYPICAL THRUST BLOCK <br />DEAD END <br />THRUST <br />BLOCK AREA REQUIRED <br />VALVE BOX DETAILS <br />FITTINGS <br />ALLOWABLE SOIL <br />1000 LBS. PER <br />BEARING <br />SQ. FT <br />6" LINE OR SMALLER <br />'A" <br />"B" <br />22 11Z <br />1'-6" <br />1'-6" <br />45' <br />2'-0" <br />2'-0" <br />90' <br />3'-0" <br />2'-6" <br />TEE OUTLET <br />2'-6" <br />2'-0" <br />DEAD END <br />2'-6" <br />2'-0" <br />8" LINE <br />A <br />J <br />22 112- <br />2'-0" <br />2'_0„ <br />4 <br />,_ <br />2'-6" <br />90' <br />4'-0" <br />31_011 <br />TEE OUTLET <br />3'-0" <br />3'-0" <br />DEAD END <br />3'-0" <br />3'-0" <br />10" LINE <br />22 11Z <br />3'-0" <br />2'-0" <br />45' <br />3'-6" <br />3'-0" <br />90' <br />5'-0" <br />4'-0" <br />OUTLETTEE <br />4'-0" <br />3'-6" <br />DEAD END <br />4'-0" <br />3'-6" <br />12" LINE <br />22 112' <br />3'-0" <br />3'-0" <br />45' <br />4'-0" <br />4'-0" <br />90• <br />7'-0" <br />4'-0" <br />TEE OUTLET <br />5'-0" <br />4'-0" <br />DEAD END <br />5'-0" <br />4'-0" <br />CORPORATION STOP <br />WATER MAIN <br />NOTES: <br />0 1 " DIA. MIN. LINE TO EACH LOT. <br />Q SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP. <br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 <br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY. <br />0 METERS SHALL BE SENSUS BRAND MEASURABLE IN GALLONS WITH ATTACHMENT CONNECTOR <br />SPUD. METERS SHALL BE FURNISHED AND DELIVERED TO UTILITY MAINTENANCE DIVISION <br />AT 1702 E. SCOTT AVE. STOCKTON, CA 95205. <br />CATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION. <br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER <br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING. <br />METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH <br />PRIOR APPROVAL OF THE AGENCY. <br />�7 METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO <br />HAVE TRAFFIC COVERS. <br />8. APPURTENANCES PER AGENCY REQUIREMENTS. <br />9. LOCATOR WIRE SHALL BE USED FOR NON-METALLIC SERVICES. <br />10. PROVIDE LOCKABLE SHUT-OFF TO EACH METER. <br />WATER SERVICE INSTALLATION <br />NOT TO SCALE <br />ADJUST BOX TO GRADE <br />PER COUNTYWIDE STANDARDS <br />7- <br />unrcc. <br />2'- <br />N <br />GRADE <br />5' MAX <br />ALSO SEE NOTE ❑7 <br />CONCRETE COLLAR <br />1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY. <br />2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES. <br />® VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED. <br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE. <br />SHOULD BE RISER OR 8" 0, CLASS 100 PVC. <br />SEE NOTE 5. <br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6. <br />5, ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY. <br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE <br />SIDEWALK AREA. <br />® VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM <br />GRADE TO NUT. <br />8. TRACE WIRE SHALL BE ALONG ALL NON-METALLIC PIPE. <br />CONCRETE BLOCK <br />SECTION <br />THRUST <br />GATE VALVE BLOCK <br />NOTES: <br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY. <br />2. SEE STANDARDS FOR LOCATION OF HYDRANT. <br />J. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. <br />4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS. <br />SQ 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) <br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED <br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. <br />7❑ BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT <br />CONNECTION TO HYDRANT. <br />EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. <br />9. HYDRANT TO BE WET BARREL WITH 2-2 1/2- OUTLETS AND 1-4 1/2- OUTLETS <br />OR AS APPROVED BY FIRE PROTECTION DISTRICT. <br />FIRE HYDRANT ASSEMBLY <br />NOT TO SCALE <br />CONCRETE COLLAR <br />kIMMM <br />PI <br />>:Y/:Y/:e <br />WATER <br />MAIN <br />!:7(.y�L'i <br />C <br />7 <br />VALVE BOX <br />-FINISHED GRADE <br />3' MIN. N <br />ADAPTOR/REDUCER NO SERVICE CONNECTIONS <br />AS REQUIRED VALVE <br />NOTE: <br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY. <br />z <br />00 <br />THRUST BLOCK CHART <br />D <br />VALVE BOX DETAILS <br />E <br />BLOW -OFF <br />F <br />NOT TO SCALE <br />U <br />NOT TO SCALE. <br />Q <br />NOT TO SCALE <br />7 <br />BLIND FLANGE TAP FOR 2 -112 - <br />HOSE ADAPTER WITH BRASS <br />CAP AS APPROVED BY AGENCY. <br />4" DUCTILE IRON <br />FLANGED SPOOL <br />-THRUST BLOCK <br />90' ELL DUCTILE <br />IRON FLANGE x <br />FLANGE <br />4" DUCTILE IRON <br />FLANGED SPOOL <br />SIEGFRIED ENGINEERING, Inc. <br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 <br />* F(SWES 12/01 <br />sry CIVI�P <br />OF CA0f <br />r'lll��1 <br />W <br />E..4 <br />U <br />�z <br />Q <br />W <br />� <br />W <br />WO <br />F <br />= <br />Z <br />N <br />O <br />A <br />J <br />V) <br />a <br />Z <br />CG7 <br />U <br />� <br />o <br />Z <br />Q <br />pq <br />O <br />CPO <br />E-4 <br />W <br />� <br />r <br />� <br />Cr <br />O <br />VIII <br />(n <br />W <br />E..4 <br />U <br />�z <br />Q <br />W <br />� <br />W <br />WO <br />F <br />= <br />Z <br />N <br />O <br />A <br />J <br />V) <br />a <br />Z <br />CG7 <br />U <br />� <br />o <br />Z <br />Q <br />pq <br />O <br />Tr; <br />E..4 <br />U <br />�z <br />W <br />F <br />Cn <br />A <br />z <br />v <br />� � <br />CG7 <br />W <br />W <br />O <br />0.4W <br />pq <br />O <br />CPO <br />E-4 <br />W <br />� <br />r <br />� <br />Cr <br />O <br />