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5'-6" 3/4" DIA. PER WOODBRIDGE SANITARY DISTRICTFOR SSII
<br />® PINKERTON INO A -10T FRAME AND MAINTENANCE HOLE ADJUST BOX TO GRADE
<br />2 5/8" 7" 5/8" COYER WITH "SANITARY SEWER "ON FRAME & COVER. ADJUST TO �DE THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />1 5/8" / / COVER PER COUNTYWIDE STANDARDS $ THE BRANCH LINE. PER COUNTYWIDE STANDARDS
<br />30° min. /J1
<br />14- / 6"
<br />PER WOODBRIDGESANITARY01STRICT" PAVEMENT
<br />Top of curb b 5 1/4' �� FORSSMH' INSTALL" RAM-NEK " a 11 -1/
<br />-{ �P
<br />- X5/8" 5/8"� i_ JOINT COMPOLtNDr^M.ORTARIA •:. e A °> ° e. „B„ 'C d° „B„ FINISHED GRADE
<br />Flowline of 5/B�I�� JOINT$ INSTALL GRADE RINGS AS REQUIRED " a
<br />utter �•�- Expansion o 3 7/16" 19"-- 3 7/16'ea -
<br />9 / Joint ". FOR GRADE (GROUT IN PLACE) O e e °. a ° a'
<br />Expansion �, 25 7/8" _. 5" a a.'. ° °.
<br />12' MAXIMUM. °
<br />END VIEW OF HOOD 24' MIN. e. 7-1/2„ ° 9 0 °� % 9 5' MAX
<br />NOTE C
<br />joint
<br />HOOD ° � a /
<br />cO PRECAST REINFORCED CONCENTRIC ° ° "A" 12 / \\
<br />Lip of gutter 24'
<br />N CONCRETE CONE MIN. „A„ 1' MIN A„
<br />HOOD h 1' MIN. I CONCRETE COLLAR
<br />Catchbasin assembly to be set °
<br />1" below flow line of gutterA�,5/8° « 1 10-t3/8"
<br />/4' �16' o TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK -I �-
<br />PLANIV,IV, IV,IV,/2�- Ir • 3. BEND TEE OUTLET DEAD END
<br />Sidewalk 9' 4" throat „�� 3 1/2 _ _� 5 a o .. ° 5" %> �VA
<br />�2" Min. opening �24' 5 ALL JOINTS SHALL BE SET /1
<br />- p I. ON FULL MORTARED BED AND 45° MAX.BAN/ \\
<br />-� ON
<br />SECTION A -A Z e 4g" BORDFACE ERLORED WITH MAANDAE EXTERIOR (TMP ANGLES)
<br />1/2
<br />L
<br />1/2 " dia GRATE o U
<br />bolt 9.
<br />Boss to hold•
<br />w I`
<br />grate in place E E GRATE NG ° HAND FINISH SLOPES
<br />24" dia. cont. N d_ � 'v v In
<br />12" dia. I _' U BOLT FOR a 1' MIN.
<br />pipe (see note min. �_ -
<br />no. 5) S= .01 min. 25 1/2" NOTES: M ° CHAIN N N N > MAX. TYPICAL SECTION THRU
<br />12" 1. FRAME AND HOOD - - A : 4. THRUST BLOCK
<br />6" SHALL BE MANUFACTURED A A " " ^ ^ ' , /r�/'/ r ^/r r^ r�r'r�� 6
<br />OF CAST IRON CONFORMING CONCRETE 00_
<br />Boss TO ASTM A -48 -CLASS 30. 5'-10" 1. ALL THRUST BLOCKS SHALL
<br />3 33 2. FRAME, GRATE, AND HOOD NOTES: BE POURED AGAINST
<br />UNDISTURBED EARTH UNDISTURBED SOIL.
<br />NOTES: SHALL BE HS20-44 RATED.
<br />SECTION 1. FOR PIPES 33" DIAMETER AND SMALLER. 2. RESTRAINT SYSTEM FOR
<br />1. All exposed steel shall be dipped with 3. GRATE SHALL BE RIVITED STEEL, 33" VERTICAL PIPE BENDS SHALL
<br />2 coats of coal tar pitch heated to a HOT -DIPPED GALVANIZED AND CHAINED TO 2❑ ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY BE APPROVED BY THE
<br />minimum of 180' or galvanized. FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN. PLAN OF FRAME �3. PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM AGENCY.
<br />2. Grate, frame and side inlet shall conform to PLAN OF FRAME 4. FRAME AND HOOD SHALL BE TO A.S.T.M. C-478
<br />South Bay Foundry A-645 frame with either A-390 COATED WITH BITUMINOUS 3. THRUST RESTRAINT SYSTEMS
<br />rivited or A -390-M fabricated steel grate. ® CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE FOR PIPES LARGER THAN 12"
<br />3. Grate shall be chained to frame. MATERIAL CONFORMING TO
<br />4. Grate shall be depressed 1" below gutter A.W.W.A. C203. OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE). SHALL BE DESIGNED ON A
<br />profile grade. 5. FRAME SHALL WEIGH 154 LBS., F57 INTERIOR COATING WHERE REQUIRED BY AGENCY, CASE BY CASE BASIS AND
<br />SHALL BE APPROVED BY THE
<br />5. 24" pipe barrel shall be class II R.C.P., or GRATE SHALL WEIGH 42 LBS.,
<br />class 2 or 3 non -reinforced concrete pipe. HOOD SHALL WEIGH 100 LBS © RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR AGENCY.
<br />THRUST BLOCK
<br />AREA
<br />REQUIRED
<br />FITTINGS
<br />ALLOWABLE SOIL BEARING
<br />000 LBS, PER SQ. FT.
<br />6" LINE OR SMALLER
<br />"A"
<br />"B"
<br />22 1/2'
<br />l'-6$$
<br />1'
<br />6"
<br />45'
<br />2'
<br />0"
<br />2'
<br />0"
<br />90'
<br />3'
<br />0"
<br />2'
<br />6 '
<br />TEE OUTLET
<br />2'-6"
<br />2'-0"
<br />DEAD END
<br />2'-6"
<br />2'-0"
<br />8" LINE
<br />22 1/2'
<br />2'
<br />0"
<br />2'
<br />0"
<br />4 '
<br />6"
<br />90'
<br />4'
<br />0"
<br />3'
<br />0"
<br />TEE OUTLET
<br />3'-0"
<br />31-01,
<br />DEAD END
<br />3'-0"
<br />3'-0"
<br />10" LINE
<br />22 1/2'
<br />3'-0"
<br />2'-0"
<br />45'
<br />3'-6"
<br />3'-0"
<br />0'
<br />5'-0"
<br />4'-0"
<br />TEE OUTLET
<br />4'-0"
<br />3'-6"
<br />DEAD END
<br />4'-0"
<br />3'-6"
<br />12" LINE
<br />22 1/2*
<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 />NOTES•
<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 />3Q 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 MAY BE USED WHERE APPROVED BY AGENCY.
<br />6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND HOOD. PVC PIPE INSTALLATIONS. 4. CONCRETE SHALL BE CLASS B.
<br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />TYPE COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN
<br />CURB INLET CATCHBASIN FRAME & GRATE TYPE I -STORM DRAIN
<br />COUNTY OF SAN JOAQUIN TYPE 1 CURB INLET IMPROVEMENTIMPROVEMENT THRUST BLOCK CHART IMPROVEMENT VALVE BOX DETAILS IMPROVEMENT
<br />"'"""� °`""`"°" °•�" D-13 CATCHBASIN STANDARD NO. -Y9 - MAINTENANCE HOLE STANDARD NO. STANDARD NO. STANDARD STANDARD NO.�-
<br />STANDARD VALVE BOX P. L. HYDRANT Valve
<br />CONCRETE COLLAR
<br />ox
<br />FINISHED GRADE
<br />PUMPER OUTLET FACING STREET 5„ "
<br />❑7 � � I
<br />I 2" MIN.
<br />8" MIN. ( 16" MIN. 4" MAX. 7
<br />12" MAX. 20" MAX. STANDARD = Q),0
<br />/ //. /� /✓ / i, 8 VALVE BOX N N CABLE TV Riser pipe
<br />oo o ANGLE METER BOUOWNER STG Li REET LIGHT 2"MIN
<br />STOP 6" MAX
<br />o_ CONDUIT
<br />is �, r�, n\� LEPHONE GAS
<br />oa
<br />r /4"CLEARANCE TRENCH LINE
<br />2 HYDRANT "T' SECONDARY
<br />a d a a D c D n D 30" MIN. 4 MECHANICAL JOINT 6"MJINAX PRIMARY TYPICAL WATER SERVICE
<br />o " SERVICE ❑ \
<br />a a a 9
<br />TYPICAL SANITARY HOUSE LATERAL
<br />SADDLE 900
<br />®6"MIN.
<br />THRUST BLOCK Wire not #10 AWG, single strand, soft drawn
<br />BLIND FLANGE TAP / © CLEANOUT WHERE wired copper wire; bare along pipe, 4/64" See
<br />re
<br />FOR 2-1/2" HOSE } ° \� REQUIRED BY AGENCY q
<br />RISER ADAPTER WITH BRASS yT�T` \i�� ` between polyvinyl chloride insulation outside detail
<br />CAP AS APPROVED ✓rr�i /%/\ TYPICAL SECTION these valves of valve riser pipe and into the below
<br />BY AGENCY. WATER MAIN CORPORATION STOP CONCRETE BLOCK - THRUST if within 10' valve box
<br />WATER of tee
<br />SECTION GATE VALVE BLOCK VALVE DETAIL
<br />MAIN 4" DUCTILE IRON NOTES:
<br />FLANGED SPOOL
<br />1 1" DIA. MIN. LINE TO EACH LOT. NOTES: CLEAN-OUT NOT REQUIRED BY WOODBRIDGE SANITARY DISTRICT
<br />THRUST BLOCK 2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP. Cover splice with
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 e electrical to
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY. 1. HYDRANT MODEL TO BE APPROVED BY AGENCY. P
<br />90° ELL DUCTILE 30 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND 2. SEE STANDARDS FOR LOCATION OF HYDRANT. Splice runs together
<br />IRON FLANGE x INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS 3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. NOTES keep clear of fitting
<br />3' MIN. FLANGE PART OF THE CONNECTION FEE. 4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />4 GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION. B 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) 1. o DENOTES CABLE AND/OR CONDUIT.
<br />NO SERVICE CONNECTIONS 6 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED © COMPACTION OF THIS TRENCH SHALL BE 857 MINIMUM.
<br />VALVE 5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER 3. UTILITIES TO BE PLACED AS PER PUBLIC UTILITY COMPANY REGULATIONS.
<br />ADAPTOR I REDUCER 4" DUCTILE IRON SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING. NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. ® ALL SERVICES CROSSING UNDERNEATH PRIMARY AND SECONDARY ELECTRICAL LINES Insulation into Soldered
<br />AS REQUIRED FLANGED SPOOL 6. METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT valve box remove connection, bare
<br />CONNECTION TO HYDRANT. SHALL HAVE A MINIMUM 6" CLEARANCE. ELECTRICAL LINES SHALL HAVE A MINIMUM
<br />PRIOR APPROVAL OF THE AGENCY. OF 12" CLEARANCE IF PLACED BELOW SERVICE LATERALS. at splice) �+ wire along pipe
<br />7❑. METER BOX PER AGENCY STANDARDS. ALL BOXES LOCATED IN DRIVEWAY AREAS TO ® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE., 5. WATER SERVICE AND SANITARY SERVICE SHALL HAVE A LATERAL CLEARANCE OF 30" SPLICE DETAIL
<br />NOTE' HAVE TRAFFIC COVERS. 9. FIRE HYDRANTS TO BE AMERICAN DARLING MODEL B-628, LONG BEACH, MODEL 615 OR MINIMUM. (�
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS "MODERN CENTURION", OR APPROVED EQUAL WITH (2) 2 %2" & (1)411/20UTLETS. (2) 2 1/y" 6. THE LOCATION OF THE TRENCH SHALL CONFORM TO AGENCY REQUIREMENTS. NOS: TYPICAL LAYOUT
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY. & (1) 4 1/2" WET BARREL IN AREAS AS APPROVED BY THE FIRE CHIEF.
<br />9. LOCATOR WIRE WHERE REQUIRED BY AGENCY Wire to be continuous between valve boxes,
<br />ire{eyed Model 1) except as noted.
<br />COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROVEMENT STANDARDS 2) Bare wire not to touch valves or fittings.
<br />COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN 3 Locating wire to be laid at bottom of trench,
<br />next to pipe.
<br />BLOW -OFF IMPROVEMENT WATER SERVICE FIRE HYDRANT IMPROVEMUNDERGROUND
<br />C�-A8 NT
<br />IMPROVEMENTSTANDARD ASSEMBLY STANDARD NONT . UTILITY UTILITY LOCATIONS STANDARD NO.
<br />CW -U3
<br />STANDARD NO. INSTALLATION CA -118
<br />LOCATOR WIRE
<br />Requirements INSTALLATION
<br />Brace to be removed after all 1. Fencing fabric wire shall be new 9 guage steel, 2" mesh wire material with steel galvanized fasteners made b
<br />other fence construction is g g g g COUNTY OF SAN JOAQUIN
<br />Horiz. brace with truss rod may be used completed unless otherwise U.S. manufacturers placed 18" apart. Said fabric wire will be placed with the twisted cut wires pointing up. xsa'laon a rualx: macs D,°,,;,,,
<br />as an alternate to a diaeonal brace, directed by the Engineer
<br />2. Line posts and brace posts shall be steel galvanized with a 1-7/8" outside diameter and a minimum of 12 guage
<br />Top Rail in sidewall thickness. Corner and gate posts shall be no less than 2-1/2" in diameter.
<br />(See Note 3) Brace 3. A spring tensioned wire (7 guage min.) stretcher bottom and a top rail consisting of galvanized steel with a
<br />-Tension wires -Line Post
<br />6, outside diameter not less than 1-5/8" in diameter and 14 guage in sidewall thickness shall be provided. Top rail
<br />Diagonal Brace (See Note 3) min. wire ties shall be a minimum of 2' apart.
<br />4. Holes for line and corner or brace posts shall be a min. of 3' deep and a min. of 8" in diameter and set in
<br />in concrete.
<br />5. Line posts, brace posts and corner posts shall not exceed 10' max. spacing.
<br />6. WID requires that fencing be set 6" onto WID right-of-way with no gates or openings leading into right-of-way QuV(a)F„ ESSlajl,
<br />unless otherwise ordered by the District. y.,.� •f(1^
<br />P.C. Concrete 1� E.. p�
<br />10Max 10' Max ,I 10' Max 7, WID will not be responsible for the maintenance or upkeep of any fencing or decoator accent materials used to enchance
<br />2'-6" for fabric less than 60 hi h the appearance of any chain link fence.
<br />3'-0" for fabric 60" and over } ''
<br />END k CORNER POST ASSMLY Line posts of 1000' max. intervals 4o r � '� WINDWOOD UNIT NO 3J / DRAWN 6Y:
<br />braced &trussed in both directions 8. Gates shall be hinged and of a swinging type with a min. of i6' between gate posts and of similar material. «. Exp .;
<br />2'-6" for fabric less than 60' high Not less than 3 times max. cr except that this bracing & trussing All gates shall have locking mechanisms and be hinged as to prevent the gate from being removed by lifting. .,,,4a rR^ . B.A.D.
<br />T-0 for fabric 60' and over section of post with min. of 8" may be omitted when the fabric is 'a `�
<br />p y� CtVI ,a-:` SCALE:
<br />stretched by equipment 9. WID reserves the rright to require addditional specifications as are necessary and accepts no liabilities-
<br />�' t STORM DRAIN &WATER DETAIL SHE NONE
<br />for occurrences relating to fencing on or off the right-of-way. WID reserves the right to make modifications ��-w.Y.-�
<br />to fencing including its removal or relocation, should the District determine it necessary. _ SHEET OF
<br />COUNTY N0. DESCRIPTION V PREPARED IN THE OFFICE OF: (�I
<br />J�� •. • !� APPROVED BY DATE BAUMBACH & PIAllA, INC. G 6
<br />W.I.D. CHAIN LINK FENCE DETAIL ' CIVIL ENGINEERS DATE: 5-t7- 9B JOB N0.
<br />• 323 WEST ELM STREET -4
<br />Li LODIcCAp�FOR IA 95240 R.C.E. NO.. Q-Ik4 FILE NO.
<br />8888-4D2.DWG q
<br />• 0o EXP DATE: 3 3I 2000
<br />wG-1155
<br />
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