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5'
<br /> Top of curb 2-1/2' TYP.
<br /> THRU-ST BLOCK AREA IS BASED ON THE SIZE OF TOTAL LENGTH OF RESTRAINER RESTRAINER
<br /> THE BRANCH LINE. RESTRAINER UNIFLANGE 1300 UNIFLANGE 1350
<br /> PLUG RESTRAINT FOR DIP
<br /> UNIFLANGE 1300
<br /> 4 f . '.
<br /> ........... PVC PV
<br /> Flo WI ine MOD "B"
<br /> 4
<br /> of utt RESTRAINER
<br /> of gutter 0 DIP .................................. 0
<br /> %
<br /> "B" 13" FDIP DIP
<br /> i CHI -Expansion
<br /> x 3n s 0
<br /> Expansion
<br /> Joint Joint
<br /> STANDARD RESTRAINED JOINTS
<br /> 4''. 'A I - - 1/1 !�"
<br /> JOINT _�o METHOD OF RESTRAINING PUSH-ON JOINT PIPE
<br /> 2�' DIP D'P
<br /> ST' ND �TD L RESTRAINEE
<br /> '4 __
<br /> A AN
<br /> S'111 0,
<br /> L Lip of gutter 'A' �P_ 0,
<br /> 1' MIN 1' MIN 0 0 0
<br /> PLAN 1' MIN.
<br /> 0 RESTRAINING ROD
<br /> 0 0
<br /> CURB & GUTTER INSTALLATION TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK 0
<br /> BEND TEE OUTLET DEAD END
<br /> FFTI MECHANICAL JOINT UNIFLANGE 1350
<br /> VALVE RESTRAINER
<br /> 45* MAX. PVC )
<br /> PVC I
<br /> Paving or 4%
<br /> (TYP. FOR ALL ALLOWABLE SOIL BEARING RESTRAINED JOINTS
<br /> Concrete collar ANGLES) FITTINGS 1000 LBS.PER SQ.FT. STANDARD JOINT
<br /> 6" LINE OR SMALLER "A" "B" STANDARD JOINT
<br /> 22 1/2 1 -6" 1'-6''
<br /> mm 45' 2'-0" 2'-0" DESIGN ENGINEER SHALL CALCULATE RESTRAINER -
<br /> 2 - PROPER VALUES AND FILL IN TABLE UNIFLANGE 1350
<br /> 0 0 90, 3'-0" 2'-6" PRIOR TO SUBMITTAL.
<br /> 1 1 TEE OUTLET 2'-6" 1 2'-0"
<br /> 'N'u) DEAD END 2'-6 2'-0" TOTAL LENGTH OF DETAIL PUSH-ON JOINT
<br /> T, MIN. 8" LINE RESTRAINT FOR DIP -
<br /> TYPICAL SECTION THRU 22 1/2' 2'-0" �2 -0 H-B
<br /> 15" Dia. THRUST BLOCK 45* T-O' 2'-6 NOTES: 11-11,V VU-B
<br /> Min. 90' 4'-0" 3'-0" V) 1. FOR LENGTH OF PIPE AND NUMBER OF VD-B RESTRAINING ROD
<br /> NOTES: 1-- H-B
<br /> TEE OUTLET 31-0" 3'-0" Z JOINTS TO BE RESTRAINED SEE TABLE 22-1/7 VU-B
<br /> S==0-01 F-t/Ft Min. 1. ALL THRUST BLOCKS SHALL DEAD END 31-01, 3'-0" 0 (THIS PAGE)
<br /> BE POURED AGAINST LL_ VD-B
<br /> 1" MIN.
<br /> UNDISTURBED SOIL. 10" LINE 0 ES H-B
<br /> ?.. .. ...=..............
<br /> 22 1/2' 3'-0" 2'-0" LLJ 2. ONLY DUCTILE IRON FITTINGS SHALL BE
<br /> 4& VU-B .......... ......
<br /> 2. RESTRAINT SYSTEM FOR 45* 3'-6" 3'-0" USED AT JOINTS TO BE RESTRAINED FF,v
<br /> P <
<br /> VERTICAL PIPE BENDS SHALL 5'-0" 4'-0 Z -B
<br /> 90* Of UNLESS OTHERWISE SPECIFIED BY THIS
<br /> BE APPROVED BY THE 1-- H
<br /> TEE OUTLET 3'-6 DEPARTMENT.
<br /> 4.'-0" _J Z V)
<br /> 3 CITY ENGINEER. < W .....
<br /> 'rVnlf'Al C DEAD END 1 4`=_�J 3'-6" _J of Of
<br /> Class "B"- TYPICAL SECTION 3. THRUST RESTRAINT SYSTEMS ___1_2'T_LINE 3. THE NEED FOR CATHODIC PROTECTION H-B
<br /> 0 U) DEAD END RESTRAINER -
<br /> Concrete FOR PIPES LARGER THAN 12" 22 1/2* 3'-0" 3'-0" 1--1-1-1 SHALL BE ADDRESSED DURING THE VU-B
<br /> NOTES: SHALL BE DESIGNED ON A 45' 4'-0" 4'-0" of DESIGN PHASE AND INCORPORATED INTO PWG VD-B UNIFLANGE 1300
<br /> 17 Grate and frame shall conform to improvement Standard Detail No. D-9. CASE BY CASE BASIS AND 90, 7'-0" 4'-0" I _L_ THE DESIGN IF REQUIRED. H-B DETAIL M.J. JOINT
<br /> M 18" Pipe barrel shall be Class III RCP or Class 11 non-reinforced concrete SHALL BE APPROVED BY TEE OUTLET 5'-0" 4:-0': Vu_qB
<br /> pipe as a minimum. THE CITY ENGINEER. DEAD END 5'-0" 4 -0' MINIMUM DESIGN CRITERIA VD_B
<br /> 3. Drop inlet may be used where approved by the City. 4. CONCRETE SHALL BE CLASS B. BEDDING TYPE: 2 NOTE:
<br /> DESIGN PRESSURE: 150 PSI MINIMUM FOOTAGE OF PIPE RESTRAINT ALL UNDERGROUND DIP, RESTRAINING ROD, AND
<br /> F41 Drop inlet assembly to be set 1 - 1/2" below flowline of gutter. 5. NO CONCRETE SHALL BE PLACED WITHIN If if SAFETY FACTOR: 1.5 H-B: HORIZONTAL BEND APPURTENANCES SHALL BE STAINLESS STEEL 316, IF
<br /> 5. For connection to City storm drain ystern in street right of way, 4 INCHES OF FLANGED, BOLTED JOINTS. DEPTH OF COVER: 3.0 FT VU-B: VERTICAL-UP BEND CONSTRUCTED OF DUCTILE IRON OR STEEL THEY SHALL BE
<br /> minimum pipe� shall be a 15" Class 11 RCP. NOT T(& SCALE ISTANDARD JOINT VD-B: VERTICAL-DOWN BEND GREASED AND WRAPPED WITH FABRIC BEFORE WRAPPING
<br /> Appr ed by- -_ NOT To SCALE Approved by: CITY OF LATHROP STANDARD Approved by: WITH A MINIMUM OF 10 MIL POLYWRAP TAPE.
<br /> CITY OF LATHROP STANDARD DEPARTMENT OF PUBLIC WORKS CITY OF LATHROP STANDARD Approved by: 0 U STANDARD
<br /> A,,) DEPARTMENT OF PUBLIC WORKS Cit a h�rop Ira DETAIL DEPARTMENT OF PUBLIC WORKS CITY OF LATHROP
<br /> !L UI throp DETAIL Publ"i Y WarkL3 tDirector Replaces County Standard DETAIL DEPARTMENT OF PUBLIC WORKS
<br /> 7;�p City Of Lathrop DETAIL
<br /> u
<br /> Pub"lic Works Director Replaces County Standard evised Date wing No. CVV-V/4 Public Works Director City Of Lathrop
<br /> 0 eV95t:u U(Re 18" DROP INLET Drawing No. CW-D14 THRUST BLOCK CHART Date: AUGUST 2005 No Revised Public Works Director RESTRAINED JOINT
<br /> -1 Date: MAY 2005 urawing No: Date RESTRAINED JOINTS DECEMB :R 2013 No Revised Date DECEMBER 2013
<br /> ON - SITE USE ONLY ) Drawing No: ......... W - 3 Drawing No: FOR PVC C-900 Drawing No:
<br /> D - 8 W - 5 V-12" PIPE W - 6
<br /> P/L TOP OF BOX FLUSH Theft Prevention 21-6 pp
<br /> WITH ADJACENT GRADE 6" Except for meter, No connections Cage on 4" 2'-03'
<br /> from City main to RP device service or less 1 1/211 :t -
<br /> N
<br /> Test Cocks
<br /> 7" MIN. 41 e"
<br /> Rising stem
<br /> Riser pipe to be -77
<br /> 19 valves tor tire 77
<br /> have a union
<br /> sprinkler system flanged or shall E
<br /> 12"1
<br /> E
<br /> installed on X
<br /> 6 2
<br /> h each side 0.
<br /> 4 5 Pipe shall be .04
<br /> 2 *00 0
<br /> co P'. Q 0,
<br /> 2 6.0.00 6.9.. 9,
<br /> ductile iron -0 .0 .;P
<br /> 0
<br /> 0 or steel !tI6
<br /> CG 00C-6-71057cloo L -Aggregate Base (Class 2) per
<br /> 0 Reduced pressure backflow E structural section of road.
<br /> 0 0 = 0 (D
<br /> 0 D7 80 00 12 PCC Pad device. rnuired on all
<br /> 0 0 0 E-o
<br /> Ocb 0 non-fire ines 0 VERTICAL CURB & GUTTER
<br /> 0
<br /> 0 0 ro's Discharge port
<br /> 1/2 GALVANIZED WIRE MESH WRAPPED (for re uced pressure device)
<br /> MIN. 3" OUTSIDE OF BOX ON ALL SIDES
<br /> Variable or as shown on plans
<br /> C-34 CONTRACTOR'S LICENSE REQUIRED FOR 7
<br /> WORK FROM CITY MAIN THROUGH METER BOX. 8 4'-6" min.
<br /> Pipe shall be 10'-0" commercial Varies 2P-6"
<br /> DRAWING DETAILS: 9 ductile iron or steel or as shown on plans
<br /> 1. 2 FOOT, SCHEDULE 80 THREADED PVC NIPPLE. 0 0 2'-0"
<br /> 2. METER BOX SHALL BE MANUFACTURED BY CHRISTY WITH FIBRELYTE LID OR APPR13VED EQUAL 10 -0
<br /> 2
<br /> (SEE CHART FOR TYPE). CLEANOUTS AND METERS SHALL NOT BE LOCATED IN DRIVEWAYS. L)
<br /> IN CASES WERE METERS ARE APPROVED IN VEHICLE PATHS, METER BOX SHALL BE dT-6 Slope--1,.5% ±0.57. LL_ 1 1 2"
<br /> EQUIVALENT CHRISTY TRAFFIC RATED BOX OR APPROVED EQUAL. 2pp
<br /> 3. J" CHRUSHED ROCK, 1 FOOT DEEP AND FLUSH WITH BOTTOM OF METER BOX.
<br /> A
<br /> 4. METER STOP, FULL PORT BALL VALVE ONLY (WITH HANDLE).
<br /> 5. METERS SHALL BE PER LATEST STANDARD SPECIFICATIONS. METERS SHALL BE FURNISHED BY
<br /> 00
<br /> .:A
<br /> CITY'S MAINTENANCE DIVISION AT OWNER'S COST UPON ESTABLISHMENT OF WATER ACCOUNT . I
<br /> FOR LOT SERVICED. INSTALL 7 J" SPACER FOR J" X J") METER, 10 SPACER FOR (1")
<br /> Install thrust block
<br /> METER DURING INITIAL CONSTRUCTION. NOTES: 12" '.0,0 0
<br /> 6. ANGLE METER STOP, FULL PORT BALL VALVE ONLY, LOCKABLE. Typ- Native] o" 0 C,09. 1 0
<br /> METER BOX AND 1. Installed device shall be Febco Model LF 860 large diameter or approved equal. I a o* -00 06 000
<br /> 7. POLYETHYLENE SERVICE LINE. SEE CONSTRUCTION DRAWINGS FOR SIZING, 1-1/2" MIN (TYP.). 6-0. :91,00(5 0- a & -0. m D' �0.
<br /> IP .0
<br /> 8. CORPORATION STOP (FORD F-600 OR APPROVED EQUAL). LID TYPE 2. Device shall be installed above ground. 0
<br /> 9. BRONZE OR BRASS SERVICE SADDLE REQUIRED FOR PVC MAINS, DIRECT TAPS ARE NOT 3. Test cocks and shut-off valves must be supplied and installed as shown.
<br /> ACCEPTABLE FOR DUCTILE IRON. METER BOX LID 4. Discharge port must be kept clear of obstruction at all times. Aggregate Base (Class 2) per
<br /> 10. WATER OR RECYCLED WATER MAIN. X y4" B-12 FL12D 5. Any deviation from the installation shown above must receive prior approval. Fil structural section of road.
<br /> 11. BACK OF CITY SIDEWALK. ff] All piping and appurtenances shall be AWWA rated 200 psi for fire sprinkler systems.
<br /> 12. STAINLESS STEEL STIFFENERS. B-1 6 FL1 6D 7. Thrust blocks per Standard Detail No. W-3. VERTICAL CURB, GUTTER w/ DETACHED SIDEWALK
<br /> NOTES: 8. Insulation required to prevent freezing of exposed pipe shall be Polar Blanket or approved equal. NOTES:
<br /> 1. SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP. 9. Valves shall be chain locked in an open position at all times. 5/8" x 24" long steel dowels at 12" O.C., greased and wrapped one
<br /> 2. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN OF 24" FROM ANOTHER SERVICE SADDLE, BELL, SPIGOT, OR 10. All assemblies must be tested by a certified backflow prevention tester.
<br /> OTHER FrMNG. 11. Installed device shall be painted medium blue for domestic, forest green for landscape, side through all expansion and cold joints.
<br /> 3. METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH PRIOR APPROVAL OF THE CITY ENGINEER. Where existing sidewalk is to be removed and replaced, sidewalk shall
<br /> 4. PLACE #10 GAUGE SOLID SOFT DRAWN COPPER WIRE ALONG SERVICE LINE WITH ACCESSIBILITY FROM METER BOX. and screened with landscaping unless otherwise approved by City Engineer. be removed to deep score joint.
<br /> 5. TAP TO WATER MAIN SHALL BE MADE BY THE CITY APPROVED CONTRACTOR AT OWNER'S COST. 12. All underground ductile iron or steel pipe must be wrapped with a minimum of 10 mil. polywrap tape. 3. See notes on Standard Detail No. R-5.
<br /> 6. COMMERCIAL/INDUSTRIAL SERVICE INSTALLATION WILL BE APPROVED ON CASE BY CASE BASIS. 13. All bolts shall be stainless steel 316.
<br /> 7. FOR METERS LARGER THAN 1" METER BOX AND LID SHALL BE SUBMnTED TO CITY FOR REVIEW. NOT T(D SCALE NOT T@ SCALE
<br /> Approved by: Approved by: or Approved by:
<br /> CITY OF LATHROP STANDARD CITY OF LATHROP STANDARD CITY OF LATHROP STANDARD
<br /> DEPARTMENT OF PUBLIC WORKS DETAIL DEPARTMENT OF PUBLIC WORKS DETAIL DEPARTMENT OF PUBLIC WORKS DETAIL
<br /> City Of Lathrop - City Of Lathrop City Of Lathrop
<br /> Public Works Director Public Works Director Public Works Dir ctor VERTICAL CURB, GUTTER
<br /> No Revised 5ot, RESIDENTIAL SERVICE No Revised Date REDUCED PRESSURE No Revised Date
<br /> % Dote: DECEMBER 2013 Dote: DECEMBER 2013 Date- DECEMBER 2013
<br /> INSTALLATIONS Drawing No: BACKFLOW DEVICE Drawing No: W/ DETACHED SIDEWALK Drawing No-
<br /> W - 8A W - 16 (COMMERCIAL AND ALL CURB RETURNS) R - 713
<br /> REVISIONS GHA PROJECT NO. 180641 CIVIL ENGINEER- 40FESS/o,
<br /> DEVELOPER- ( Underground Service Ale�� MSL L IN-N-OUT BURGER CITY STANDARD DETAILS
<br /> IN-N-OUT BURGER ORE ENGINEERING, INC.
<br /> Call: Toll Free 1-0 LATHROP MARKETPLACE
<br /> 13502 HAMBURGER LANE �2
<br /> CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT G M
<br /> BALDWIN PARK, CA. 91706 U.1 M SHOPPING CENTER PAD
<br /> Arch itecture/Developm ent 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 No. 38382
<br /> CONTACT- KORI SEKI 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 16514 GOLDEN VALLEY PARKWAY
<br /> TWO WORKING DAYS Suite 300 tp
<br /> 1@ U 1�(K�n 12 (626) 813-8275 BEFORE YOU DIG Dallas Texas 75254 11\ C/
<br /> Ph: (972) 239-8884 NJ -9 06f, OF LATHROP, CA 95330
<br /> 10-25-18 CA0
<br /> Fax: (972) 239-5054 MARK S. LAMOLTIRELTx R.C.E. 38382 DATE C14 �2
<br /> JN 18023-18023 C14csd A
<br /> �R
<br />
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