1" 1/2" PRE-MOLDED NON-EXTRUDING JOINT FILLLER AT EXPANSION JOINTS (MAXIMUM 50' SPACING) 2" R "A" SEE NOTE 3 0.5" 1/8" R (TYP) DEPRESSED 1.5" PAVEMENT THICKNESS 3.5" 5.0" "A" 2" MINIMUM STONE CUSHION GRADATION CA-6 -IF FORMED BY HAND EXPANSION CAP SECTION "A-A" X-SECTION NOTE: 1. PROVIDE TWO #4 BARS (10' LONG) CENTERED IN EACH UTILITY TRENCH. 2. COST OF BARS SHALL BE INCLUDED IN THE UNIT PRICE (PER LINEAL FOOT) FOR CURB. 3. PROVIDE TWO #6 SMOOTH BARS W/EXPANSION CAPS AT EACH EXPANSION JOINT. 4. CONTRACTION JOINTS - TWO CONTRACTION JOINTS SHALL BE PLACED AT EQUAL SPACES BETWEEN NORMAL EXPANSION JOINTS. CONTRACTION JOINTS SHALL BE SAW CUT IN THE UPPER 1/3 OF CURB WITHIN 7 DAYS OF PLACEMENT. B-6.DWG Village VERTICAL CURB (TYPE B) of STREET & PAVEMENT DRAWING NO. STR-05
19" 1" 12" R=2" PITCH R=3" REINFORCEMENT 7" 15" 10" EXPANSION JOINT 4" 3" 6.5" 6.5" 3" NOTES: 1. REINFORCEMENT SHALL BE THREE (3) #5 REINFORCING BARS CONTINUOUS BETWEEN EXPANSION EXPANSION JOINTS, WITH LOCATION SPACING AS INDICATED ABOVE. 2. EXPANSION JOINT: 3/4" THICK BITUMINOUS FILLER MATERIAL- PROVIDE TWO (2) #6 X 24" SMOOTH BARS WITH EXPANSION CAPS AT EACH EXPANSION JOINT. INSTALL AT ENDS OF ALL RADII AND NO FURTHER THAN SIXTY (60') FEET APART. 3. SAW THREE (3) EQUALLY SPACED CONTRACTION JOINTS AT TWENTY (20') FEET INTERVALS BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS SHALL BE SAW- CUT IN THE UPPER ONE-THIRD OF CURB AND GUTTER WITHIN 3 DAYS OF PLACEMENT. 4. COST OF BARS SHALL BE INCLUDED IN THE UNIT PRICE (PER LINEAL FOOT) FOR CURB AND GUTTER. B - 6.12 CURB AND GUTTER B-612.DWG STREET & PAVEMENT 2-14-08 rjr 2-6-08 KTL STR-04
8'-0" 1" Bituminuous Asphalt Surface Course 1-1/2" BituminuousAsphalt Binder Course Slope 1/4" per foot Aggregate Stone Base FILE NAME: Bike Path.dwg Pedestrian Bike Path Street Improvement WDC
HYDRANT - (E.J.I.W. WATERMASTER 5BR250) PAINTED SAFETY YELLOW BREAKABLE FLANGE AND COUPLING 2-2 1 2" AND 1-4 1 2" HOSE NOZZLE ALL WITH NATIONAL STANDARD THREADS 3' 10' MAX. 4-1/2" NOZZLE SPECIAL STAY - PUT COVER W/ WORD "WATER" ON COVER 2-1/2" NOZZLE BREAK FLANGE 2" 18" - 24" MIN-MAX CAST IRON VALVE BOX 5' MIN. COVER 8' MAX. COVER GATE VALVE - MIN. TURN LEFT TO OPEN VALVE STABLILIZER BOX DUCTILE IRON PIPE CONNECT TO ANCHORING TEE 1" RIVER ROCK 1/2 C.Y. MINIMUM VARIES 1" RIVER ROCK 1/2 C.Y. MINIMUM PROVIDE CONCRETE BASE AND BLOCKING AGAINST UNDISTURBED EARTH PRECAST CONCRETE BLOCK Notes: 1. If depth of main is greater than 8' then the hydrant and auxiliary valve must be brought to the proper depth using 90 degree bends. 2. Adjustments to existing or proposed hydrants shall not exceed a total of 3'. See Note #1 for adjustments that have a total of adjustments greater than 3'. 10 15/32" 6 1/2" 4" 6 1/2" 2 3/4" 10 15/32" VALVE STABILIZER DETAIL BR5_HYDRANT 11-19-07.DWG Village HYDRANT of INSTALLATION WATER MAIN 4/24/06 wdc 11/29/07 WM-06
MORTAR MJ BUTTERFLY VALVE OPENING ABOVE VALVE OPERATOR WITH 2" A.W.W.A. OPERATING NUT 1'-0" 8" MAX. PRECAST REINF. CONCRETE. SEE I.D.O.T. STD. 2354 STD. VALVE VAULT FRAME & COVER PER VILLAGE STANDARDS ADJUSTING RINGS AS REQUIRED ( MAX., 2 RINGS MAX.) 5'- COVER 5" 6'-0" DIA. Min. 5" 8" 8" PRECAST REINFORCED CONCRETE BASE SLAB ON A STONE CUSHION BUTTERFLY VALVE VAULT BTTRFLY.DWG Village of WATER MAIN DRAWING NO. 2/24/05 WM-04
CASING/STEEL SLEEVE (PER ANSI B36.10) PEA GRAVEL PLUG ENDS CASING CHOCK CARRIER PIPE SUPPORT CARRIER/CONDUIT PIPE (WATER OR SEWER MAIN) CASING SCALE: DETAIL N.T.S. Casing Notes: 1. Casing pipe shall be welded steel pipe meeting ASTM A 139. 2. Minimum thickness = 3/8 inch. 3. Joints should be continuous field-welded butt joints per AWWA C206. 4. The casing pipe shall conform to ANSI B36.10. 5. The carrier pipe support system shall be Cascade Water Works stainless steel spacers, or approved equal, installed at 10 foot intervals through the casing pipe. 6. Casing ends shall be sealed with a non-shrink grout cap. 7. All annular space between the carrier pipe and casing pipe shall be filled with pea gravel. 8. If voids are created around the exterior of the casing pipe, they shall be filled with Mearl Geoform liquid concentrate low density cellular concrete grout having a minimum density of 45 pounds per cubic foot and a minimum compressive strength at 28 days of 160 pounds per square inch. CASING DETAIL Casing Detail.dwg DRAWN BY: STREET & PAVEMENT Public Works Department 10/30/2007 DRAWING NO. STR-?
CASTING AS SPECIFIED MASTIC MAX. PRECAST CONC. 2 ADJUSTING RINGS 24" ONE PIPE LENGTH 8" 1 O.C. ELEV. SHOWN ON PLAN 2'- ECCENTRIC CONE SECTION VARIABLE MORTAR TYP. 5" 48" DIAMETER 3 MIN. RUBBER BOOT PER ASTM C-923 PRECAST REINFIRCED CONCRETE SECTIONS 3/4" LIMESTONE (NO FINES) NOTES: PRECAST REINFORCED CONCRETE C.B. BOTTOM WITH INTEGRAL SIDEWALL 1. Adjustment: Any structure located within pavement shall require the use of at least one (1) rubber adjustment riser, Infra-Riser brand or approved equal, and, if necessary, said riser shall be of the tapered type in order to match the proposed grade of the roadway. No more than two (2) precast concrete adjusting rings with six (6) inch maximum height adjustment shall be allowed. Adjustments within pavement that are less than three (3) inches in height shall consist of only rubber adjustment riser(s). The minimum thickness of a rubber adjustment riser shall be one (1) inch. Adjustments within pavement greater than three (3) inches in height shall use a minimum three (3) inch precast concrete riser for the lower riser, and the final riser shall be of the rubber type. 2. Pipe and frame seals: All pipe connection openings shall be precast with resilient rubber water tight pipe to manhole sleeves or seals conforming to ASTM C-923. Adapter chimney seal with twelve (12) inch sleeve type shall extend from the manhole cone to the manhole frame for all structures in the right-of-way. 3. Sealing: All mating surfaces of adjustment riser(s), structure sections, and frames shall be sealed with a mastic sealant. No concrete mortar or epoxy shall be allowed as a sealant for adjustment risers, structure sections or frames. If multiple adjustment risers are required, a continuous application of sealant shall be applied between each unit. 4. All bottom sections shall be monolithically precast including bases and invert flowlines. 5. Provide CA-6 aggregate backfill around catch basin to subgrade elevation in paved areas.for subgrade. CBASIN_A.DWG Village of CATCHBASIN TYPE A STORM SEWER DRAWING NO. STS-02
MASTIC CASTING AS SPECIFIED MAX. PRECAST CONC. 2 ADJUSTING RINGS 3" 24" DIA. MORTAR ELEV. SHOWN ON PLAN RUBBER BOOT PER ASTM C-923 4" 18" MIN. 3/4" LIMESTONE (NO FINES) PRECAST REINFORCED CONCRETE C.B. BOTTOM WITH INTEGRAL SIDEWALL NOTES: 1. Adjustment: Any structure located within pavement shall require the use of at least one (1) rubber adjustment riser, Infra-Riser brand or approved equal, and, if necessary, said riser shall be of the tapered type in order to match the proposed grade of the roadway. No more than two (2) precast concrete adjusting rings with six (6) inch maximum height adjustment shall be allowed. Adjustments within pavement that are less than three (3) inches in height shall consist of only rubber adjustment riser(s). The minimum thickness of a rubber adjustment riser shall be one (1) inch. Adjustments within pavement greater than three (3) inches in height shall use a minimum three (3) inch precast concrete riser for the lower riser, and the final riser shall be of the rubber type. 2. Pipe and frame seals: All pipe connection openings shall be precast with resilient rubber water tight pipe to manhole sleeves or seals conforming to ASTM C-923. Adapter chimney seal with twelve (12) inch sleeve type shall extend from the manhole cone to the manhole frame for all structures in the right-of-way. 3. Sealing: All mating surfaces of adjustment riser(s), structure sections, and frames shall be sealed with a mastic sealant. No concrete mortar or epoxy shall be allowed as a sealant for adjustment risers, structure sections or frames. If multiple adjustment risers are required, a continuous application of sealant shall be applied between each unit. 4. All bottom sections shall be monolithically precast including bases and invert flowlines. 5. Provide CA-6 aggregate backfill around catch basin to subgrade elevation in paved areas.for subgrade. CBASIN_C.DWG Village of CATCHBASIN TYPE C STORM SEWER STS-04
1.5:1 OR FLATTER 3" BAR-h OR h1 ETC. 1.5 OR 2 PIPE CULVERT h V B C @ 12 CTS. #4 BARS V INSIDE DIA. OF PIPE @ 12 CTS. #4 BARS V MIN. UNDER PIPE 2' 1'- 2" C.L. #4-BARS-V @ 18" CTS. SECTION A-A END VIEW a b b F BARS h TO h9 BEND IN FIELD ONE REQ'D IN EACH HEADWALL 45 18" BAR V D 2.5" A V E 18" MARK H H1 H2 H3 H4 H5 H6 H7 H8 H9 a 1'-10" 1'-10" 2'-1" 2'-1" 2'-9" 2'-9" 3'-3" 3'-3" 3'-11" 3'-11" b 2'-5.5" 3'-2.5" 2'-5.5" 3'-2.5" 3'-3" 4'-1.5" 3'-10.5" 4'-10.5" 4'-8" 5'-9.5" PLAN NOTE: CLASS-X-CONCRETE SHALL BE USED THROUGHOUT DESIGN NO. D15-1.5 D15-2 D18-1.5 D18-2 D24-1.5 D24-2 D30-1.5 D30-2 D36-1.5 D36-2 INSIDE DIA. OF PIPE 15" 15" 18" 18" 24" 24" 30" 30" 3 3 SLOPE OF FILL* A 1.5:1 2:1 1.5:1 2:1 1.5:1 2:1 1.5:1 2:1 1.5:1 2:1 1'-7" 10" 2'-2" 10" 6'-7.5" 3'-3.25" 1.2 1'-7" 1'-1" 2'-2" 2'-3" 5'-8.5" 2'-5.5" 1.0 2'-2" 1'-1" 2'-2" 2'-3" 6'-10.5" 3'-3.25" 1.3 2'-1" 1'-4" 2'-9" 2'-11" 7'-4.5" 3'-2" 1.5 2'-10" 1'-4" 2'-9" 2'-11" 8'-10.5" 4'-2.5" 2.0 2'- 1'-7" 3'-3" 3'-5" 8'-8.5" 3'-9" 3'-4" 3' 4' B 1'-7" 1'-10" C 3'-3" 3'-10" DIMENSIONS D 1'-11" 2' 1'-11" 2' CL.XCON 2 HDWLS E F CU. YDS 5'-5.5" 2'-5.5" 0.9 3'-5" 10'-4.5" 4'11" 4'-1" 10'-4.5" 4'-5.5" 2.0 2.6 2.6 1'-10" 3'-10" 4'-1" 12'-4.5" 5'-10.5" 3.5 REINFORCEMENT BARS H-BARS V-BARS MARK LENGTH NO. H 6'-9" 16 40 H1 H2 H3 H4 H5 H6 H7 H8 H9 8'-3" 7' 8'- 9'-3" 11' 11' 13' 13'-3" 15'- 22 16 22 22 28 28 34 30 40 TOTAL WT. 2 HDWLS. 60 40 60 60 70 70 80 80 100 * IF EMBANKMENT SLOPE ABOVE HEADWALL IS FLATTER THAN 2:1, PROVIDE WINGS FOR 2:1 SLOPE. HEADWALL.DWG Village REINFORCED CONCRETE HEADWALL STORM SEWER of DRAWING NO. STS-09
RESIDENTIAL STREET LIGHT CONCRETE FOUNDATION DETAIL Extruded 4"x8" Reinforced Handhole with Ground Lug attached to frame 1" Chamfer 8" 2' 1'- 4" 3" PVC Rigid Raceway 1x36x4 Anchor Bolts Fdn. Cage #3 Bars @ 12" O.C., 1 Dia. Attached to 6-#5 Bars, 5' Length 11-1/2" Bolt Circle Dia. 10' Ground Rod (5/8") 3" PVC Rigid Raceway 1x36x4 Anchor Bolts 2' 6' Min. NOTES: Foundation is to be level and broom finished with a 1" chamfer. Anchor bolts shall project 2.75" above the finished foundation. No shimming, double nutting or other form of adjustment to level the pole will be allowed. Depth of foundation will depend on soil conditions. A minimum depth of 6' is required. RESIDENTIAL STREET LIGHT FOUNDATION Concrete Foundation.dwg STREET & PAVEMENT Public Works & 10/10/2007 STR-06-F
SAME AS MANHOLE 5" 4' MASTIC JOINT BRICK DAM SET IN MORTAR EXISTING MANHOLE INVERT OF DROP SEWER PIPE TO BE AT SAME ELEV. AS EXISTING BENCH POURED CONCRETE DUCTILE IRON PIPE PRECAST MONOLITHIC CONCRETE BASE SEWER MAIN 3/4" STONE DROP FOR EXISTING MANHOLE DROPMANH.DWG SANITARY SEWER SS-03
SAME AS MANHOLE 5" 4' Min. MASTIC JOINT BRICK DAM SET IN MORTAR. 1 Dam Height = 2 pipe dia. PRECAST MONOLITHIC DROP CONNECTION SAME SIZE AS INCOMING SEWER (8" MIN, 12" MAX) LC OF DROP SEWER AT SAME ELEV. AS SPRING LINE OF MAIN SEWER 8" DUCTILE IRON PIPE PRECAST MONOLITHIC CONCRETE BASE SEWER MAIN 3/4" STONE DROP MANHOLE DROPMH.DWG SANITARY SEWER SS-02
KJT Wall End connection to fit pipe used. WALL PIPE DIA. 12" 15" 18" 21" WALL 2" 2 1/4" 2 1/2" 2 3/4" A 4" 9" 9" B 2'-0" 2'-3" 2'-3" 2'-11" C 4'-7/8" 3'-10" 3'-10" 3'-2" D 6'-7/8" 6'-1" 6'-1" 6'-1" E 2'-0" 2'- 3'-0" 3'- R 9" 11" 12" 13" SLOPE 3:1 3:1 3:1 3:1 Pipe diameter A R LC A E 24" 27" 30" 33" 3 3" 3 1/4" 3 1/2" 3 3/4" 4" 9 1/2" 10 1/2" 1'-0" 1'-1 1/2" 1'-3" 3'-7 1/2" 4'-0" 4'- 4'-10 1'2" 5'-3" 2'- 2'-1 1/2" 1'-7 3/4" 3'-3 1/4" 2'-10 3/4" 6'-1 1/2" 6'-1 1/2" 6'-1 3/4" 8'-1 3/4" 8'-1 3/4" 4'-0" 14" 3:1 4'- 14 1/2" 3:1 5'-0" 15" 3:1 5'- 17 1/2" 3:1 6'-0" 20" 3:1 42" 4 1/2" 1'-9" 5'-3" 2'-11" 8'-2" 6'- 22" 3:1 Wall 48" 54" 5" 5 1/2" 2'-0" 2'-3" 6'-0" 5'-5" 2'-2" 2'-11" 8'-2" 8'-4" 7'-0" 7'- 22" 24" 3:1 2.4:1 D Wall C B SLOPE X TO Y X Wall Pipe diameter Standard reinforcement for circular Class III, Wall B reinforced concrete pipe. Same reinforcement as inner cage. 1/2 wall Y 2 - #4 Bars 3" 8" 3" A 12" End block cast seperate. Cast incidental to end section 1-1 1/2" R Pipe diameter E Wall PRECAST CONCRETE FLARED END SECTIONS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF A.A.S.H.O. M-170 CLASS III, WALL B REINFORCED CONCRETE PIPE. PRECAST CONCRETE FLARED END SECTION FOR PIPE DIAMETER REQUIRED SHALL BE AS INDICATED ON DETAIL PLAN FOR EACH INDIVIDUAL INSTALLATION. FLARED END SECTIONS 12 INCHES OR GREATER WILL REQUIRE GRATES. FLRDEND.DWG PRECAST REINFORCED CONCRETE FLARED END SECTION STORM SEWER DRAWING NO. STS-08
CASTING AS SPECIFIED MASTIC 7" MIN. 24" MAX. PRECAST CONC. 2 ADJUSTING RINGS 48" DIAMETER 60" DIAMETER PRECAST REINF. CONCRETE SEE I.D.O.T. STD. 602601 NOTES: 1. Adjustment: Any structure located within pavement shall require the use of at least one (1) rubber adjustment riser, Infra-Riser brand or approved equal, and, if necessary, said riser shall be of the tapered type in order to match the proposed grade of the roadway. No more than two (2) precast concrete adjusting rings with six (6) inch maximum height adjustment shall be allowed. Adjustments within pavement that are less than three (3) inches in height shall consist of only rubber adjustment riser(s). The minimum thickness of a rubber adjustment riser shall be one (1) inch. Adjustments within pavement greater than three (3) inches in height shall use a minimum three (3) inch precast concrete riser for the lower riser, and the final riser shall be of the rubber type. 2. Sealing: All non-rubber mating surfaces, exterior joints of frames, adjustment riser(s), flat slab top or cone section (if applicable) and structure section shall be sealed with a uniform application of bituminous mastic sealant. The mating surfaces of all rubber adjustment risers shall be sealed with the manufacturer's recommended sealant for rubber adjustment risers. If multiple adjustment risers are required, a continuous application of sealant shall be applied between each unit. Interior surfaces shall be sealed with concrete mortar or epoxy mortar. Concrete mortar or epoxy mortar will not be used on mating surfaces as a sealant between adjustment risers, structure sections or frames. FLAT SLAB TOP FLTSLAB.DWG STORM SEWER STS-06
22 3/4" DIA. A A B VIL LA G E OF B 23" 3/4" STORM SEWER 3/4" MIN. FOR C.I. 2" RAISED LETTERS ORL AND PA R K SMALL PICK OPENING 2 DIA. 23" DIA. 1 1/2" 21" DIA. 1" 3 1/2" 1 3/4" 1 3/4" 3 1/2" 1 1/4" 1 1/4" 9" 5/8" 5/8" 2 1/2" 1" DIA. 24" DIA. 3 DIA. SECTION B-B CAST CLOSED LID SECTION A-A CAST FRAME NOTES: 1. DUCTILE IRON CASTINGS SHALL BE GRADE 60-40-18 AND SHALL BE TESTED IN ACCORDANCE WITH FEDERAL SPECIFICATIONS. 2. ALL LIDS AND COVERS SHALL BE MACHINED. 3. THE MANHOLE COVERS SHALL HAVE RAISED LETTERS AS SHOWN. 4. ALTERNATIVE TO DUCTILE IRON LID, GRAY IRON LID MAY BE USED. 5. MINIMUM WEIGHTS FOR CASTINGS AS SHOWN. 6. CASTINGS SHALL BE EAST JORDAN IRON WORKS 1050Z1 FRAME AND 1020A COVER. FRAME&CO.DWG DRAWN BY: STORM SEWER FRAME & COVER STORM SEWER STS-14
CASTING AS SPECIFIED MASTIC MAX. PRECAST CONC. 2 ADJUSTING RINGS 3" 24" DIA. 1 MIN. MORTAR RUBBER BOOT PER ASTM C-923 4" POURED CONCRETE FILLET IN INLET BOTTOM 3/4" STONE PRECAST REINFORCED CONCRETE INLET BOTTOM WITH INTEGRAL SIDEWALL NOTES: 1. Adjustment: Any structure located within pavement shall require the use of at least one (1) rubber adjustment riser, Infra-Riser brand or approved equal, and, if necessary, said riser shall be of the tapered type in order to match the proposed grade of the roadway. No more than two (2) precast concrete adjusting rings with six (6) inch maximum height adjustment shall be allowed. Adjustments within pavement that are less than three (3) inches in height shall consist of only rubber adjustment riser(s). The minimum thickness of a rubber adjustment riser shall be one (1) inch. Adjustments within pavement greater than three (3) inches in height shall use a minimum three (3) inch precast concrete riser for the lower riser, and the final riser shall be of the rubber type. 2. Pipe and frame seals: All pipe connection openings shall be precast with resilient rubber water tight pipe to manhole sleeves or seals conforming to ASTM C-923. Adapter chimney seal with twelve (12) inch sleeve type shall extend from the manhole cone to the manhole frame for all structures in the right-of-way. 3. Sealing: All non-rubber mating surfaces, exterior joints of frames, adjustment riser(s), flat slab top or cone section (if applicable) and structure section shall be sealed with a uniform application of bituminous mastic sealant. The mating surfaces of all rubber Adjustment risers shall be sealed with the manufacturer's recommended sealant for rubber adjustment risers. If multiple adjustment risers are required, a continuous application of sealant shall be applied between each unit. Interior surfaces shall be sealed with concrete mortar or epoxy mortar. Concrete mortar or epoxy mortar will not be used on mating surfaces as a sealant between adjustment risers, structure sections or frames 4. All bottom sections shall be monolithically precast including bases and invert flowlines. 5. Provide CA-6 aggregate backfill around inlet to subgrade elevation in paved areas.for subgrade. INLET TYPE A INLET_A.DWG DRAWN BY: Village of STORM SEWER STS-05
RESIDENTIAL STREET LIGHT ELECTRICAL SUPPLY CONNECTION Bussman identified solid neutral fuse holder with crimp terminals and Cooper-Bussman rubber boots, (IA0512). Bussman in line link with crimp terminals and Cooper-Bussman rubber boots, (IA0512) on hot lead. DISCONNECT PEDESTAL API 10x14 ELECTRIC COMED SERVICE PEDESTAL 1' LEAVE 8' OF CABLE COILED 2'- 1-1/2" UNIT DUCT 2" PVC Sch. 40 PEDESTAL LEAVE SUFFICIENT CABLE FOR CONNECTION TO C.E. COMPANY C.E. POLE DISCONNECT PEDESTAL API 10x14 Bussman identified solid neutral fuse holder with crimp terminals and Cooper-Bussman rubber boots, (2A0660 or 2A0661). Bussman in line link with crimp terminals and Cooper-Bussman rubber boots, (2A0660 or 2A0661) on hot lead. ELECTRIC 3' 10' 2'- 1-1/2" UNIT DUCT POWER POLE RESIDENTIAL STREET LIGHT CONNECTION Lite_Connection.DWG Engineering STREET & PAVEMENT Department 08-16-06 STR-07
RESIDENTIAL STREET LIGHT ROUND TAPERED ALUMINUM SINGLE TRUSS ARM-CLAMP ON MOUNTING ARM LUMINAIRE WATTAGE VOLTAGE HEIGHT LOCATION LENGTH LENS TYPE 250 w 120 volt 30' Major Intersections 12'-15' Cobra Head w/county & State (drop bowl) roadways. 150 w 120 volt 30' All local roadway 12' Sharp Cutoff intersection in (flat lens) Subdivisions. 150 w 120 volt 30' Curves of Street 12' Sharp Cutoff (flat lens) 150 w 120 volt 30' Mid-block 12' Sharp Cutoff (flat lens) Pole Cap with S.S. Screws 4 1/2" Wire Hole in Shaft with 1" I.D. Rubber Grommet Tapered Truss Bracket Alum. Alloy 6063-T6 2" NPS Slipfitter Tapered Alum. Tube 8" Butt Dia., 4-1/2" Top Dia. 0.188 Wall Alloy 6063-T6 Satin Ground Finish 30' MOUNTING HEIGHT Extruded 4"x8" Reinforced Handhole with Ground Lug attached to frame 1" Chamfer 8" 2' 1'- 4" Splices within the handhole shall be as follows: Bussman identified solid neutral fuse holder with crimp terminals and Cooper-Bussman rubber boots, (2A0660 or 2A0661). Bussman in line link with crimp terminals and Cooper-Bussman rubber boots, (2A0660 or 2A0661) on hot lead. 3" PVC Rigid Raceway 1x36x4 Anchor Bolts 6' Fdn. Cage #3 Bars @ 12" O.C., 1 Dia. Attached to 6-#5 Bars, 5' Length 10' Ground Rod (5/8") 11-1/2" Bolt Circle Dia. 3" PVC Rigid Raceway 1x36x4 Anchor Bolts 2' Lite_Std_30.dwg TYPICAL RESIDENTIAL STREET LIGHT STREET & PAVEMENT 08/17/2006 STR-06
22 3/4" DIA. V I L L AGE OF A 23" DIA. 3/4" A B SANITARY B 3/4" MIN. FOR C.I. 2" RAISED LETTERS OR L AND PAR K SMALL PICK OPENING 2 DIA. 1 3/4" 3 1/2" 1 1/2" 1" 3 1/2" 1 1/4" 2 1/2" 1 1/4" 1" 9" 1 3/4" 23" DIA. 21" DIA. 5/8" DIA. 5/8" 24" DIA. 3 DIA. SECTION A-A CAST FRAME SECTION B-B CAST CLOSED LID WT. = 330 LBS. 1. DUCTILE IRON CASTINGS SHALL BE GRADE 60-40-18 & SHALL BE TESTED IN ACCORDANCE WITH FEDERAL SPECIFICATIONS. 2. CASTINGS SHALL BE EAST JORDAN IRON WORKS 1050Z1 FRAME AND 1020A COVER. SANITARY MANHOLE FRAME & COVER MANHLFRM.DWG SANITARY SEWER SS-04
P.C.C. CURB DRAINAGE VOID SURFACE WATER FLOW ECOSTONE PAVERS SOIL CHIP GRAVEL (CA-16, 1.5 to 2 inch) PERMEABLE BASE (CA-7, 6 inches after roller compaction) (CA-1, 9 inches after roller compaction) GEOTEXTILE FILTER LOW PERMEABILITY SUBGRADE PERFORATED PVC W/ FABRIC SOCK TO DAYLIGHT HIGH WATER TABLE PAVER DETAIL Cross Section
4:1 15' Maintenance Path 15:1 4:1 4:1 HWL Native Natural Plantings 10:1 OPTIONAL SAFETY SHELF NWL 2' 2:1 2:1 Min. 15' Basin Bottom Wet Basin Cross Section FILE NAME: Storm Sewer Improvement STS-13
STANDARD FRAME AND LID PER VILLAGE STANDARDS GRADE 3/4" MASTIC 2' PRECAST ADJUSTING RINGS ( MAX., 2 RINGS MAX.) 5' MINIMUM STEPS 12" ON CENTER MASTIC JOINT PRECAST VALVE VAULT Min. 5' CAST IRON TAPPING SLEEVE EXIST. WM VARIES GROUT CONCRETE BLOCK SUPPORTS CENTERED UNDER VALVE AND EXISTING WATER MAIN PRECAST CONCRETE BASE 4" STONE CUSHION PRESSURE CONNECTION PRESSURE.DWG WATER MAIN DRAWING NO. 2/24/05 WM-05
1 1/2" 3" BITUMINOUS SURFACE CLASS I BITUMINOUS BINDER CLASS I 9" CRUSHED STONE BASE GRADATION CA-6 PAVEMENT SECTION 30' B TO B ROADWAY PAVE.DWG STREET & PAVEMENT STR-02
2' 2'.5" 1.5" 2.5" 1.5" A A 11.5" 1"R 3/8" CHECKERED THREADS RUBBER BOOT PER ASTM C-923.5" 5" Catch Basin Hood FLOW VARIABLE 1.5" 1".5".75" 2" 3/8" PREFABRICATED CONCRETE SLAB PLAN-ECCENTRIC SECTION A-A CAST IRON STEPS 2' C NOTES: DIMENSION "C" FOR PRECAST REINFORCED CONCRETE SECTIONS MAY VARY FROM THE DIMENSION GIVEN TO PLUS 6 INCHES. T D CIRCULAR T VARIABLE THE CAST IRON STEPS AS DETAILED HERE ON ARE TYPICAL. STEPS OF OTHER DESIGN AND MATERIAL THAT WILL CONFORM TO THE MINIMUM REQUIREMENTS OF THE STEPS SHOWN, MAY BE USED WHEN APPROVED BY THE ENGINEER. d CAST IRON STEPS SHALL BE GRAY IRON CONFORMING TO THE REQUIREMENTS OF ART. 710.17 OF THE STANDARD SPECIFICATIONS. d STEPS SHALL BE EMBEDDED INTO THE WALL A MINIMUM OF 3 INCHES. STEPS SHALL NOT BE EXTENDED ON THE OUTSIDE. PREFABRICATED CONCRETE SLAB 2.5' min. PRECAST REINFORCED CONCRETE SECTIONS D C T(MIN) 5' 3'-9" 5" 3" 3/4" STONE PLAN-CONCENTRIC RESTRCTR.DWG OUTLET CONTROL STRUCTURE STORM SEWER DRAWING NO. STS-15
FINISHED GRADE BACKFILL WITH EXCAVATED MATERIAL EXCEPT WHERE GRANULAR MATERIAL IS REQUIRED. VARIES ACTUAL TRENCH WALL ANGLE OF REPOSE AS CALCULATED BY OSHA FOR SLOPING EXCAVATIONS IN VARIOUS TYPES OF SOIL (AVG. SOIL = 1:1 SLOPE) NOTE THAT PORTABLE TRENCH BOXES OR SLIDING TRENCH SHIELDS MAY BE USED IN LIEU OF SLOPING. 5' MAX. 4" MIN. MIN. GRANULAR COVER - TRENCH > 10'. WHEN REQUIRED EXTEND TO SUBGRADE ELEVATION IN PAVED AREAS 1/4" - 1" STONE IF ENCOUNTERED, REMOVE UNSUITABLE MATERIAL AND REPLACE WITH SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. TRENCH WIDTH SHALL BE THE MINIMUM REQUIRED IN ORDER TO COMPLY WITH OSHA SAFETY STANDARDS. ABS AND PVC WHEN USED AS SANITARY SEWER SHALL REQUIRE GRANULAR BEDDING AND COVER AS DETAILED. DIP WHEN USED AS SANITARY SEWER SHALL REQUIRE GRANULAR TO TOP OF PIPE. TRENCH SECTION SANITARY SEWER SANTRENCH.DWG SANITARY SEWER SS-06
3/4" STONE 12" 12" MIN. MIN. 10' MAX. TO FINISH GROUND SURFACE (8' MINIMUM) CA-10 STONE MIN. 45 BEND WITH DISC CEMENTED IN PLACE 4" 12" MIN. MIN. 1 1 MAXIMUM SLOPE DIA. SERVICE RISER UNLESS OTHERWISE NOTED UNDISTURBED EARTH-SHAPED TO PROVIDE UNIFORM BEARING FOR 1/4 OF BARREL CIRCUMFERENCE STANDARD TEE BARREL SIZE TO BE SHOWN ON PLANS SANITARY SERVICE RISER SERVRSR.DWG SANITARY SEWER SS-05
VARIABLE 5".5" 1.5" 2.5" A INSIDE FACE OF STRUCTURE 1" R A CHECKERED TREAD 12.5" 1.5" 3/8" 1.5".5" 1.5".5" 1".75".5" 2" 3/8" SECTION A-A CAST IRON STEPS NOTES: 1. STEPS SHALL BE EMBEDDED INTO THE WALL A MINIMUM OF 3 INCHES. STEPS SHALL NOT BE EXTENDED ON THE OUTSIDE. 2. CAST IRON STEPS SHALL BE GRAY IRON CONFORMING TO THE REQUIREMENTS OF ARTICLE 710.7 OF THE STANDARD SPECS. 3. STEEL REINFORCED PLASTIC. MANHOLE STEPS SHALL BE MADE WITH AN APPROVED PLASTIC SUCH AS COPOLYMER POLYPROPYLENE MEETING WITH THE REQUIREMENTS OF ASTM DESIGNATION 2146 TYPE II GRADE 49108, RE- INFORCED WITH A DEFORMED 3/8 INCH DIAMETER REIN- FORCING BAR WHICH CONFORMS TO THE REQUIREMENTS OF ASTM DESIGNATION A-615 GRADE 60. STEPDETA.DWG CATCH BASIN-TYPE A STEP DETAIL STORM SEWER STS-03
CASTING AS SPECIFIED MASTIC 24" MAX. PRECAST CONC. 2 ADJUSTING RINGS FLAT SLAB TOP MAY BE SUBSTITUTED 1 O.C. 2' - ECCENTRIC 3' - 9" CONE SECTION 5" 48" DIAMETER 60" DIAMETER ONE PIPE LENGTH MORTAR RUBBER BOOT PER ASTM C-923 VARIABLE PRECAST REINFORCED CONCRETE SECTION MIN. POURED CONCRETE FILLET IN INLET BOTTOM 3/4" LIMESTONE (NO FINES) PRECAST REINFORCED CONCRETE INLET BOTTOM WITH INTEGRAL SIDEWALL NOTES: 1. Adjustment: Any structure located within pavement shall require the use of at least one (1) rubber adjustment riser, Infra-Riser brand or approved equal, and, if necessary, said riser shall be of the tapered type in order to match the proposed grade of the roadway. No more than two (2) precast concrete adjusting rings with six (6) inch maximum height adjustment shall be allowed. Adjustments within pavement that are less than three (3) inches in height shall consist of only rubber adjustment riser(s). The minimum thickness of a rubber adjustment riser shall be one (1) inch. Adjustments within pavement greater than three (3) inches in height shall use a minimum three (3) inch precast concrete riser for the lower riser, and the final riser shall be of the rubber type. 2. Pipe and frame seals: All pipe connection openings shall be precast with resilient rubber water tight pipe to manhole sleeves or seals conforming to ASTM C-923. Adapter chimney seal with twelve (12) inch sleeve type shall extend from the manhole cone to the manhole frame for all structures in the right-of-way. 3. Sealing: All mating surfaces of adjustment riser(s), structure sections, and frames shall be sealed with a mastic sealant. No concrete mortar or epoxy shall be allowed as a sealant for adjustment risers, structure sections or frames. If multiple adjustment risers are required, a continuous application of sealant shall be applied between each unit. 4. All bottom sections shall be monolithically precast including bases and invert flowlines. 5. Provide CA-6 aggregate backfill around manhole to subgrade elevation in paved areas.for subgrade. STORM MANHOLE STORMMH.DWG STORM SEWER STS-01
FINISHED GRADE BACK FILL WITH EXCAVATED MATERIAL EXCEPT WHERE GRANULAR MATERIAL IS REQUIRED. VARIES ACTUAL TRENCH WALL ANGLE OF REPOSE AS CALCULATED BY O S H A FOR SLOPING EXCAVATIONS IN VARIOUS TYPES OF SOIL (AVG. SOIL= 1:1 SLOPE). NOTE THAT PORTABLE TRENCH BOXES OR SLIDING TRENCH SHIELDS MAY BE USED IN LIEU OF SLOPING. 5' MAX. MIN. GRANULAR COVER. WHEN REQ'D. EXTEND TO SUB GRADE ELEVATION IN PAVED AREAS. 4" MIN. IF ENCOUNTERED, REMOVE UNSUITABLE MATERIAL AND REPLACE WITH SUITABLE MATERIAL, AS DIRECTED BY THE ENGINEER. 3/4" STONE TRENCH WIDTH SHALL BE THE MINIMUM REQUIRED IN ORDER TO COMPLY WITH O S H A SAFETY STANDARDS. STORMTRE.DWG DRAWN BY: Village of TRENCH SECTION (STORM SEWER) STORM SEWER STS-11
C L R.O.W. & STREET 30' 30' GAS MAIN P.C.C. CURB & GUTTER 8' 3' MIN 7' 11' 6' MIN. W.M. 6' MILL 15' 13.5' BINDER TO FLAGGING OF CURB 15' 4" CROWN 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE CLASS I 3" BITUMINOUS CONCRETE BINDER COURSE 9" AGGREGATE BASE COURSE TYPE B CA 6 (CRUSHED STONE) PVC UNDERDRAIN VARIES 5' SANITARY SEWER 9' 1' 5'x5" P.C.C. SIDEWALK 2" SAND OR STONE CUSHION Binder Course The binder course on all public roadways shall be initially constructed flush with the top of the front of the curb. The finished grade of the binder cross-section will allow water to flow unobstructed from the asphalt to the gutter of the curb. The additional binder placed along the front of curb will be removed by milling before placement of the final surface course. Street_Xsection-Rev1.dwg Village TYPICAL STREET SECTION (RESIDENTIAL) STREET & PAVEMENT of DRAWING NO. 11/20/06 STR-01
3" FREEFALL SUMP PUMP OUTLET * NOTE # 1 FINISHED GRADE CONNECT 4" PLASTIC PIPE TO INLET OR STORM SEWER PIPE LOCATED ON LOT STORM SEWER 3 BUILDING WALL * NOTE # 2 MINIMUM DEPTH WILL BE 3 UNLESS APPROVED BY VILLAGE ENGINEERING DEPARTMENT. * SUBJECT TO APPROVALS & MODIFICATIONS 4" PLASTIC PIPE MIN. 0.5 % SLOPE SUMP PUMP DRAIN SUMPDRN.DWG STORM SEWER STS-12
A A UNDISTURBED SOIL L UNDISTURBED SOIL L 1' - MIN 1' - MIN PLAN A PLAN A A UNDISTURBED SOIL L 1' - MIN 4" MIN H MIN 4" MIN PLAN A SECTION A CONCRETE THRUST BLOCK DIMENSIONS PIPE SIZE 11-15 BEND 22-30 BEND 45 -BEND 90 -BEND TEE & PLUG DIAMETER H L < 8" 1'- 1'- < 12" 1'- 2'-0" < 1 2'-0" 2'-0" H 2'-0" 2'-3" 2'- L H L H L H L 2'- 2'- 3'-0" 3'- 4'-0" 3'-0" 3'- 2'- 3'-0" 3'- 4'-0" 4'- 3'- 4'-0" 3'-0" 4'-0" 4'- 5'-0" 6'-0" 4'- 5'- 1. ALL BLOCKING SHALL BE CONSTRUCTED WITH POURED CL. X CONCRETE AGAINST UNDISTURBED VERTICAL EARTH FACE WITH A MINIMUM WIDTH OF 12 INCHES. 2. THRUST BLOCKS TO BE USED AT ALL BENDS 11 1/4 DEGREES OR GREATER. 3. MECHANICAL JOINT RETAINER GLANDS MAY BE USED AS AN ALTERNATIVE TO CONCRETE THRUST BLOCK INSTALLATION WHEN APPROVED BY THE VILLAGE ENGINEER. 4. TEST PRESSURE 150 PSI. TB2.DWG CONCRETE THRUST BLOCK DETAILS WATER MAIN DRAWING NO. WM-10
A A 2.5" 2" 1.5" 33" DIA. 1" 1.5" 1" 3" 1" 23" DIA. SECTION A-A CAST GRATE WT. 200 LBS. THE CAST GRATE MAY BE EITHER GRAY IRON OR DUCTILE IRON CONFORMING TO THE STANDARD SPECIFICATIONS. DUCTILE IRON CASTING SHALL BE GRADE 65-45-12. GRATE TYPE 8 GRATE-8.DWG STORM SEWER STS-07
EJIW Frame 7525 Catch Basin Rubber Boot Curb and Gutter ±25' PVC Pipe Underdrain Curb and Gutter Asphalt Pavement PLAN SCALE: VIEW N.T.S. Curb and Gutter Asphalt Pavement 3" PVC Pipe Underdrain 1'- Min. 3" Underdrain Aggregate (Washed CA-7) Class I Geotextile 3" 3" PIPE UNDERDRAIN BEHIND CURB SCALE: N.T.S. Underdrain Notes: 1. The installation of the underdrains shall conform to section 601.04 of the Illinois Department of Transportaion Standard pecifications for Road and Bridge Construction. 2. Pipe material shall be perforated PVC, per article 1040.03 of the IDOT Standard Specifications. 3. The underdrains shall be installed with the drain perforations down. All underdrains shall be held in the center of the trench by mechanical means while placing compacted trench backfill of washed CA-7. 4. After the underdrain pipe is installed, the geotextile shall be folded over the underdrain aggregate and overlapped a minimum of 12". 5. The underdrains shall have watertight joints, and be tied into the nearest storm sewer inlet. The connection to the inlet structure shall conform to ASTM C-923. CURB UNDERDRAIN DETAIL - Back of Curb Underdrain-bc.dwg DRAWN BY: STREET & PAVEMENT Public Works Department 2-14-08 rjr DRAWING NO. 11/20/2006 STR-20
EJIW Frame 7525 Catch Basin Rubber Boot Asphalt Pavement Curb and Gutter 25' PVC PIPE UNDERDRAIN PLAN VIEW SCALE: N.T.S. Curb and Gutter Asphalt Pavement 3" PVC Pipe Underdrain 1'- Min. 3" Underdrain Aggregate (Washed CA-7) Class I Geotextile 3" 3" PIPE UNDERDRAIN FRONT OF CURB SCALE: N.T.S. Underdrain Notes: 1. The installation of the underdrains shall conform to section 601.04 of the Illinois Department of Transportaion Standard pecifications for Road and Bridge Construction. 2. Pipe material shall be perforated PVC, per article 1040.03 of the IDOT Standard Specifications. 3. The underdrains shall be installed just below the bottom of the existing curb (or as necessary to provide positive flow), with the drain perforations down. All underdrains shall be held in the center of the trench by mechanical means while placing compacted trench backfill of washed CA-7. 4. After the underdrain pipe is installed, the geotextile shall be folded over the underdrain aggregate and overlapped a minimum of 12". 5. The underdrains shall have watertight joints, and be tied into the nearest storm sewer inlet, as designated by the Village. CURB UNDERDRAIN DETAIL - Front of Curb Underdrain-fc.dwg DRAWN BY: STREET & PAVEMENT Public Works Department 2-14-08 rjr DRAWING NO. 11/15/2006 STR-
STANDARD FRAME AND LID PER VILLAGE STANDARDS CONCRETE ADJUSTMENT RINGS AS REQUIRED ( MAX., 2 RINGS MAX.) 3/4" MASTIC PRECAST REINFORCED CONCRETE CONE. 2' 5' MIN. COVER MASTIC JOINT 5' DIA. (FOR VALVES TO 12") 8" MIN. PRECAST REINFORCED CONCRETE BASE SLAB ON A 3/4" STONE CUSHION (4" MIN.) BRICK OR CONCRETE BLOCK SUPPORTS Notes: 1. Adjustments to existing structures should not exceed a total of 12" of adjustment rings. Any adjustment greater than 12" must use a barrel extention. 2. Precast concrete sections shall conform to ASTM C478. VALVEVAU.DWG VALVE VAULT WATER MAIN DRAWING NO. 11/19/07 WM-01
STANDARD FRAME AND LID PER VILLAGE STANDARDS CONCRETE ADJUSTMENT RINGS AS REQUIRED ( MAX., 2 RINGS MAX.) 3/4" MASTIC PRECAST REINFORCED CONCRETE CONE 2' STANDARD STEPS 12" ON CENTER MASTIC JOINT 5' DIA. (FOR VALVES TO 12") 8" MIN. BRICK OR CONCRETE BLOCK SUPPORTS PRECAST REINFORCED CONCRETE BASE SLAB ON A 3/4" STONE CUSHION (4" MIN.) PRECAST SECTIONS SHALL CONFORM WITH ASTM C478 VALVEVA1.DWG Village of VALVE VAULT OFFSET CONE WATER MAIN 2/24/05 WM-02
22 3/4" DIA. V I L L AGE OF A 23" DIA. 3/4" A B WATER B 3/4" MIN. FOR C.I. 2" RAISED LETTERS O RL A ND PARK SMALL PICK OPENING 2 DIA. 3 1/2" 1 3/4" 23" DIA. 21" DIA. 1 1/2" 1" 5/8" DIA. 5/8" 3 1/2" 1 1/4" 1 1/4" 1" 9" 1 3/4" 2 1/2" 24" DIA. 3 DIA. SECTION A-A CAST FRAME SECTION B-B CAST CLOSED LID WT. = 330 LBS. 1. DUCTILE IRON CASTINGS SHALL BE GRADE 60-40-18 & SHALL BE TESTED IN ACCORDANCE WITH FEDERAL SPECIFICATIONS. 2. ALL LIDS AND COVERS SHALL BE MACHINED 3. THE MANHOLE COVERS SHALL HAVE RAISED LETTERS AS SHOWN. 4. ALTERNATIVE TO DUCTILE IRON LID, GRAY IRON LID MAY BE USED 5. MINIMUM WEIGHTS FOR CASTINGS AS SHOWN 6. CASTINGS SHALL BE EAST JORDAN IRON WORKS 1050Z1 FRAME & 1020A COVER. Village of VALVE VAULT FRAME & COVER VALVFRM.DWG WATER MAIN DRAWING NO. WM-03
18" 1.5" 3"R 1.5" 4"R 1" 11.5" 10" 13.5" 5" 3-1/2" MINIMUM STONE CUSHION GRADATION CA-6 NOTES: 1. REINFORCEMENT: PROVIDE TWO (2) #4 REINFORCING BARS CONTINUOUS BETWEEN EXPANSION JOINTS, WITH LOCATION SPACING AS INDICATED ABOVE. 2. EXPANSION JOINT: 3/4" THICK BITUMINOUS FILLER MATERIAL- PROVIDE TWO (2) #6 X 24" SMOOTH BARS WITH EXPANSION CAPS AT EACH EXPANSION JOINT. INSTALL AT ENDS OF ALL RADII AND NO FURTHER THAN SIXTY (60') FEET APART. 3. SAW THREE (3) EQUALLY SPACED CONTRACTION JOINTS AT TWENTY (20') FEET INTERVALS BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS SHALL BE SAW- CUT IN THE UPPER ONE-THIRD OF CURB AND GUTTER WITHIN 3 DAYS OF PLACEMENT. 4. COST OF BARS SHALL BE INCLUDED IN THE UNIT PRICE (PER LINEAL FOOT) FOR CURB AND GUTTER. CURB.DWG CURB AND GUTTER DETAIL (RESIDENTIAL) Village of STREET & PAVEMENT 2-14-08 rjr 8-27-07 ktl STR-03
FINISHED GRADE 8'-0" 5'- MINIMUM COVER CORPORATION STOP MUELLER H-15000 WATER SERVICE LINE 1-1 2" TYPE 'K' COPPER LOT LINE SERVICE BOX MUELLER MINNEAPOLIS PATTERN H-10302 1/2" - 3/4" STONE CURB STOP : MUELLER H-15154 PLACE ON UNDISTURBED GROUND OR BACKFILL W/ 1/2" - 3/4" STONE NOTE : SOLID CONCRETE SUPPORT BLOCK TERMINATE WATER SERVICE AT CURB STOP UNLESS OTHERWISE SHOWN ON THE PLAN. WATER SERVICE CONNECTION Water_Service.dwg DRAWN BY: WATER MAIN 4/28/05 wdc DRAWING NO. WM-08
FINISHED GRADE BACKFILL WITH EXCAVATED MATERIAL EXCEPT WHERE GRANULAR MATERIAL IS REQUIRED. VARIES ACTUAL TRENCH WALL ANGLE OF REPOSE AS CALCULATED BY OSHA FOR SLOPING EXCAVATIONS IN VARIOUS TYPES OF SOIL (AVG. SOIL = 1:1 SLOPE) NOTE THAT PORTABLE TRENCH BOXES OR SLIDING TRENCH SHIELDS MAY BE USED IN LIEU OF SLOPING. 5' MAX. 4" MIN. MIN. GRANULAR COVER WHEN REQUIRED EXTEND TO SUBGRADE ELEVATION IN PAVED AREAS 1/4" - 1" STONE IF ENCOUNTERED, REMOVE UNSUITABLE MATERIAL AND REPLACE WITH SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. TRENCH WIDTH SHALL BE THE MINIMUM REQUIRED IN ORDER TO COMPLY WITH OSHA SAFETY STANDARDS. DIP AND PVC WHEN USED AS WATER MAIN SHALL NOT REQUIRE GRANULAR BEDDING OR COVER. PROVIDE UNIFORM AND CONTINUOUS SUPPORT OF PIPE BARREL BETWEEN BELL HOLES WATTRENCH.DWG TRENCH SECTION (WATER MAIN) WATER MAIN WM-11