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IN Double Strao Service Clamp, Rockwell No.323, or Equal 3/4"f( AUCHOR RODS. Fir=LD ODS- FIeLD coAr u'/ COAL TAR To PREVENT CORROSION EmSED RPOS AT L6ATT ;/3 OF DIMENSION 'W' U CAST 1801.1 SEN D VAZTICAL. - DOWN WARD VERTICAL DIMENSIONS FITTINGS FITTINGS G" LINE 6" LINE z2'/m" I I- q" 3'0" 45' 1' " 3'-G" 9O^ 2'-3" 4-(." 8" LINE TEE OUTLET I S-04 I 2Z%s' 2'-U*`001 Y-0" I 8" LINE All work shall be in accordance with the California Department 221/2* 2' - 0' 1 ROTES FOR VIER:r. BENDS WIDTH OF SLOCIK IS TREgck WIDTH. n w Conc. Thrust Block Variable 1' Refer to Improvement Concrete Anchor Block Break - Off Joint E Street A/W Standard No. E-3. 2" above ground line Ground Install ; Valve Box, Frame & Lid Motor Boa Meter Refer to Improvement o: Bottom �uon �� ;•i' Connection to Standard No. E-2 0 f y House Service " 1 top -- b others 6 0 Pipe 6„ Stop y O I ��Cdljlltor ctlon Flanged by Ring-Tite Adaptor _ -'r 36' Roar rnn (As Required) 1 Connection ' Adapts 2 now clamps Iz• apart 6" Flanged or Flanged by Conc. Thrust Block C orporotI 24' Min. Coves below bottom Water Main Ring-Tite Gate Valve. Refer to Improvement Stop of ditch (if any) p Tifco No. II Tee or Equal. Standard No. E-3. NOTES 1. Service lines shall be Type K copper tubing per ASTM B-88, PB 2110 polybutylene plastic pipe, or approved equal with a minimum pressure rating of 160 psi. 2. Corporation stop shall have corporation cock threads. 3. Angle stop shall have swivel nut and lock wing and shall be vertically plumbed, 4. Curb stop and corporation stop shall be ball type; Jones, ford, or approved equal. 5. Size of service line shall be as shown on the Plans. 6. Meter boxes shall have traffic rated covers when located in alleys and areas subject to traffic loads. WATER SERVICE DETAIL CAST IRON BEND 450 Max. cc • F I' Min --1 .P I� TYPICAL SECTION THRU TEE OUTLET DEAD END T r"iRUST BLOCK THRUST BLOCK DIMENSIONS FITTINGS A' 'B" 6" LINE 221/2* 1' - 6' I'- 6' 45 • I 2,- 0' I 21. 0. 90• 1 V-0" 1 2'-6 TEE OUTLET I S-04 I 1- 0" DEAD END I T-0' Y-0" I 8" LINE All work shall be in accordance with the California Department 221/2* 2' - 0' 1 2'- D' I 45• 1 V-0" 1 2'-6' 1 900 1 4'-0" 1 3'-6" TEE OUTLET 1 3'-6' 1 3'-0' DEAD END 1 V-6 1 T-0 Fol UPWARD VF--RTICAL BENDS, USF: EQUIVALENT HOIUZONTAL THRUST BWCY-. NOTES: 1. All thrust blocks shall be placed against undistur')ed soil and shall be Class "B" Concrete. 2. Thrust block dimensions are based on an allowable soil bearing pressure of 1,000 pounds per square foot. � HRUST BLOCK DFTAIL J7� • R Y: �''"' """` PROJECT ENGINEER DATE J. C. WHITE 10/23/N FlLE NAME DRAWER I SHEET No -.-T ACAD 10 CHECKED DATE SUBMITTED DATE wee NOTES: 1. Fire Hydrants shall be placed with 4' outlet facing directly towards the street. 2. Fire Hydrants shall be clean and free of concrete. 3. Fire Hydrants to be American Darling Model B -62B, Dresser M&H Style 929 "Reliant", Mueller "Centurion" or "Modern Centurion", or approved equal (2-2 1/2" & 1-4!' outlets). 4. All Hydrants shall be painted OSHA safety yellow or as required by local Fire District. E. P. LIMIT OF EXCAVATION ROADWAY I I� over 10• -+ (Min.) R/W HYDRANT DETAIL 317 i BORE DETAIL. 7 ROADBED 5' Min. (TMP') Main Track Bottom of Ditch or Existing Ground Cast Iron Lid Casing Pipe f- Carrier Pipe FOR ALL STREETeZine under pressure LOCATIONS Rattle - proof, machined - - - - - - (8" Dia. Alt. Pipe) seating surface 3' Min. (TMP.) 34.5' Min. 11111owims- 34.5' Min. -� 11 1/8" FOR OFF STREET 2" Asphalt LOCATIONS Concrete 6" 6" 1. Distance from bottom of tie to top of pipe, casing or concrete Min. Finished Grade encasement shall be not less than 5'-0' . 2. Pipe lines under pressure crossing tracks other than main tracks and sidings do not require a casing provided the carrier pipe is A of sufficient strength to support the track and has water -tight joints. For such pipe lines, casings lighter than specified below may be used for installing pipe, provided the space between carrier pipe and casing is backfilled with grout or sand. If carrier pipe does not have sufficient strength to support track, / Concrete Base to be casing or concrete encasement must be installed. Length of casing around Valve Box. measured at right angles to track shall extend each side of center line of track four feet plus the vertical distance from bottom of Structural Section as 8" Concrete Base not tie to top of casing or encasement but not less than ten feet. Noted on the Plans. Extensions necessary when Valve 3. Metal casing for supporting track shall be 18" dict. x 1/4" Steel Box is located in back Pipe and shall have welded joints. It shall be galvanized or shall of sidewalk. be dipped in preservative material and thoroghly coated inside and outside. If preservative material cannot be used on inside of casing, then the casing shall be at least one gage or 1/16" thicker than otherwise required. 4. The inside diameter of casing shall be at least 2 inches greater than the largest outside diameter of carrier pipe. 5. Casing shall be so installed as to prevent formation of waterway under the railway. It shall have even bearing thoughout its length and shall slope toward one end. NOTES: 6. Carrier pipe shall be of an approved type with water -tight joints. 1. Valve box and Lid shall be Christy No. machined seating surfaces. When practicable, casing may be installed by the jacking or 2. All Lids and Grade Rings shall have mG 5, Brooks No. IRT or 4 -TT, or equal. 7. boring method. If installed by tunneling, space around carrier pipe 3. Extensions shall be as manufactured for the Valve Box supplied or Pipe of correct must be backfilled with grout or sand. size can be used. 8. The ends of the casing shall be suitably protected against the entrance of foreign material, which might prevent ready removal of the carrier pipe. VALVE BOX DETAIL BORE DETAIL 2 17J R ED ,DATE SCALE: CONSTRUCTION CLEMENTS WATER SYSTEM SrHio� H�EErS yD COUNTY OF SAN JOAQUIN NONE DETAILS PROJECT PHASE I 18" Dia. x 1/4" Steel Steel Pipe Casing JACKING PIT 8" Dia. Alt. Pipe EXCAVATION 1. Casing shall be 18" Dia. x 1/4" longitudinally seamed steel pipe. 2. Casing ends shall be plugged as approved by Caltrans. 3. Excavation pits shall be adequately fenced and shoring shall be placed per CAL -OSHA requirements. 4. All work shall be in accordance with the California Department of Transportation "Encroachment Permit Utility Out Provisions", July, 1987. 5. Contractor shall obtain an Encroachment Permit from Caltrans prior to performing any work within the State Right -of -Way. 6. Casing shall extend 5 feet, minimum, beyond edge of pavement of receiving side. HYDRANT DETAIL 317 i BORE DETAIL. 7 ROADBED 5' Min. (TMP') Main Track Bottom of Ditch or Existing Ground Cast Iron Lid Casing Pipe f- Carrier Pipe FOR ALL STREETeZine under pressure LOCATIONS Rattle - proof, machined - - - - - - (8" Dia. Alt. Pipe) seating surface 3' Min. (TMP.) 34.5' Min. 11111owims- 34.5' Min. -� 11 1/8" FOR OFF STREET 2" Asphalt LOCATIONS Concrete 6" 6" 1. Distance from bottom of tie to top of pipe, casing or concrete Min. Finished Grade encasement shall be not less than 5'-0' . 2. Pipe lines under pressure crossing tracks other than main tracks and sidings do not require a casing provided the carrier pipe is A of sufficient strength to support the track and has water -tight joints. For such pipe lines, casings lighter than specified below may be used for installing pipe, provided the space between carrier pipe and casing is backfilled with grout or sand. If carrier pipe does not have sufficient strength to support track, / Concrete Base to be casing or concrete encasement must be installed. Length of casing around Valve Box. measured at right angles to track shall extend each side of center line of track four feet plus the vertical distance from bottom of Structural Section as 8" Concrete Base not tie to top of casing or encasement but not less than ten feet. Noted on the Plans. Extensions necessary when Valve 3. Metal casing for supporting track shall be 18" dict. x 1/4" Steel Box is located in back Pipe and shall have welded joints. It shall be galvanized or shall of sidewalk. be dipped in preservative material and thoroghly coated inside and outside. If preservative material cannot be used on inside of casing, then the casing shall be at least one gage or 1/16" thicker than otherwise required. 4. The inside diameter of casing shall be at least 2 inches greater than the largest outside diameter of carrier pipe. 5. Casing shall be so installed as to prevent formation of waterway under the railway. It shall have even bearing thoughout its length and shall slope toward one end. NOTES: 6. Carrier pipe shall be of an approved type with water -tight joints. 1. Valve box and Lid shall be Christy No. machined seating surfaces. When practicable, casing may be installed by the jacking or 2. All Lids and Grade Rings shall have mG 5, Brooks No. IRT or 4 -TT, or equal. 7. boring method. If installed by tunneling, space around carrier pipe 3. Extensions shall be as manufactured for the Valve Box supplied or Pipe of correct must be backfilled with grout or sand. size can be used. 8. The ends of the casing shall be suitably protected against the entrance of foreign material, which might prevent ready removal of the carrier pipe. VALVE BOX DETAIL BORE DETAIL 2 17J R ED ,DATE SCALE: CONSTRUCTION CLEMENTS WATER SYSTEM SrHio� H�EErS yD COUNTY OF SAN JOAQUIN NONE DETAILS PROJECT PHASE I