Manholes Table of Contents
|
|
- Samuel Hampton
- 5 years ago
- Views:
Transcription
1 Standard MH 300 Title Manholes Requirements MH Manholes Requirements Manholes Table of Contents Underground Structures Standards MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Precast Tub-Type Manholes MH Precast Tub-Type Manholes Precast Manhole Neck Detail MH Precast Manhole Neck Detail 4' x 6' x 7' Manhole Traffic Loading MH ' x 6' x 7' Manhole Traffic Loading 4' x 8' x 7' Manhole Traffic Loading MH ' x 8' x 7' Manhole Traffic Loading 6' x 8' x 7' Manhole Traffic Loading MH ' x 8' x 7' Manhole Traffic Loading 7' x 7' x 7' Manhole Traffic Loading MH ' x 7' x 7' Manhole Traffic Loading 6' x 10' x 7' Manhole Traffic Heavy Loading MH ' x 10' x 7' Manhole Traffic Heavy Loading Manhole Neck Details 27" Opening MH Manhole Neck Details 27" Opening Effective Date: Manholes Table of Contents MH i SCE Internal
2 This page intentionally left blank.
3 MH 300 Manholes Requirements Scope MH Manholes Requirements 1.0 General 1.1 Manholes that have acceptable precast counterparts are shown on the working drawings (List of Materials) by item number and the types of manholes approved for each item number are listed below. Other manholes are listed by drawing number. Unless otherwise noted on the working drawings, any of the structures covered by a particular item number are acceptable. 1.2 All manhole installations will be watertight. Standard manhole cover/frame size is 30 inches. Manhole covers to be cast-iron for traffic loading, and Reinforced Polymer Material (RPM) for parkway loading. Manhole entry covers will be bolted closed and any lift holes sealed. 2.0 Poured Manholes Each manhole will include accessories and facilities in conformance with the requirements set forth in the drawings, specifications, schedules, and tabulations referred to below: 2.1 Concrete and reinforcement as shown on the drawing and in conformance with GI 020; 2.2 Opening cover as shown on structure drawing or as modified on the working drawing (shown in the List of Materials); 2.3 Conduit entrance (CD 130); 2.4 Inserts (AC 720 and AC 722); 2.5 Sump (AC 710); 2.6 Ground wires (AC 700); 2.7 Neck (MH 350; see MH 318 for precast concrete]); 2.8 Ladders (when required) (AC 740). 3.0 Precast Manholes Each precast manhole will be manufactured in conformance with the requirements as referred to below: 3.1 Manholes will be manufactured and installed to the requirements as set forth in GI 030; 3.2 Each manhole will include accessories and facilities as required in poured manholes. (Some small construction variations have been allowed the precast concrete manufacturers.); 3.3 Manholes will be placed on a 6-inch minimum thickness of mechanically compacted crushed aggregate base (3/4-inch maximum). 3.4 All walls and ceilings to be painted white. Manholes Requirements Effective Date: What s Changed? 1 of MH 300
4 3.5 Maximum placement depth is 4 feet, measured from grade to the top outside surface of the manhole and under conditions assumed in GI 030. Contact Division Underground Planning Supervisor if greater depth is required. Item No. M-1 b/ Nominal Size Table MH 300 1: Manholes Field Construction Drawings Precast Concrete Manufacturers a/ Jensen Precast Utility Vault Co. a/ Standard style enclosures are listed. For intercept part numbers add "-INT" to the end of the standard part number. b/ Not approved for use on new construction. 4' x 6'-6" x 5'-6" K466-DM66-11 M-3 4' x 6'-6" x 7' K466-DM84-11 ED466-84MH M-2 4' x 6' x 7' MH 320 M-4 4' x 8' x 7' MH 325 M-5 4'-6" x 8'-6" x 7' K4686-DM84-11 ED MH M-6 6' x 8' x 7' MH 330 K68-DM84-11 ED68-84MH M-7 6' x 10' x 7' K610-DM84-11P ED610-84MH M-8 6' x 10' x 7' (T) MH 340 K610-DM84-11T ED610-84MH-Traffic M-9 7' x 7' x 7' MH 335 Special Order M-10 c/ c/ Tub Style 5' x 10'-6" x 7' K5106-FM84-11 ED MH M-11 c/ 6' x 12' x 7' K612-FM84-11 ED612-84MH = For Reference Only Table MH 300 2: Manhole SAP Numbers Nominal Size Type SAP Number 4' x 6'-6" x 5'-6" a/ Standard ' x 6'-6" x 7' Standard ' x 6'-6" x 7' Intercept ' x 10'-6" x 7' Standard ' x 10'-6" x 7' Intercept ' x 12' x 7' Standard ' x 12' x 7' Intercept a/ Not approved for use on new construction. MH of 2 Manholes Requirements What s Changed? Table MH and MH were updated to reflect appropriate structures not approved for new construction. Effective Date:
5 MH 310 Precast Tub-Type Manholes Scope MH Precast Tub-Type Manholes Figure MH 310 1: Precast Tub-Type Manholes 36" Manhole Clear Opening Approved Joint Sealer See Note 1. Conduit Terminators See Note 2. (Typical All Manufacturers) Sump 1. See GI See CD Excavation Size: Precast Tub-Type Manholes Effective Date: What s Changed? 1 of 2 Consult manufacturer s installation guides for exact excavation dimensions for each structure size. 2.0 Reference: GI General Specification for Precast Structures GI Allowable Tolerances for Installed Precast Structures CD Conduit Entrance MH (page MH 5) Precast Manhole Neck Detail AC Sump Drain and Detail AC Ladders MH 310
6 1. Conduit terminators to be generally located as shown on CD 142. Standard conduit entrance will be a flatwall design. Slight variations by manufacturers may be allowable with Company approval. 2. Tub-type structures will be furnished with 1/2" threaded bronze grounding inserts, as shown on VA Inside walls and ceiling to be painted white MH of 2 What s Changed? Precast Tub-Type Manholes Effective Date:
7 MH 318 Precast Manhole Neck Detail Scope MH Precast Manhole Neck Detail Figure MH 318 1: Precast Manhole Neck Detail See Note 6. See Note 7. Dry pack grout under frame and cover after ring is set to grade. Adjustable Anchors (4 required) 30" Clear Opening 36" 12" Approved Joint Sealant Roof Line Grade Ring See Note See AC 740 for ladder installation (when required). 2. Various size grade rings available (3", 6", 12", and so on). SeeTable MH ( 2). 3. Reinforcement designed for H-20 bridge loading. 4. Standard manhole cover/frame size is 30". 5. RPM cover is to be used when in nonvehicular traffic conditions. 6. Bonding adhesive per GI Cover and frame per FC 621. Table MH 318 1: Replacement 30-Inch Diameter Manhole Neck and Cover Cast Iron Traffic Manufacturer Part Number Material Code Jensen Precast K36-MN14-11T Utility Vault A-1106 Frame and Cover Precast Manhole Neck Detail Effective Date: What s Changed? 1 of 2 MH 318
8 Table MH 318 2: Manhole Grade Rings Manufacturers Numbers Item Number Extension Height Jensen Precast a/ Utility Vault Co. Material Code MX-1 3 inch MN36-R3 ED-3603-GR MX-2 6 inch MN36-R6 ED-3606-GR MX-3 12 inch MN36-R12 ED-3612-GR a/ Jensen Precast (formerly Brooks Products, Inc.) MH of 2 What s Changed? Precast Manhole Neck Detail Effective Date:
9 MH 320 4' x 6' x 7' Manhole Traffic Loading Scope MH ' x 6' x 7' Manhole Traffic Loading Figure MH 320 1: 4' x 6' x 7' Manhole Traffic Loading Cover N1 T5 T4 T6 T1 T5 T2 T1 T6 T6 Section A-A A T5 1. See MH 300 for reference drawings giving installation details, schedules, and general requirements for manhole structures and accessories. See working drawings for additional details of neck, conduit bank, and so on. B B 2" T1 12" T2 See Note 2. Neck Detail 4 Spaces O.C. 16" 6'-0" 7'- Roof Plan T4 T6 2 Spaces O.C. A 5 Spaces O.C. 4'-0" 5'- Section B-B T2 T6 Excavation: 14.2 Cu. Yds. Concrete: 7.06 Cu. Yds. Total Rebar: 781 Lbs. 2. See MH ' x 6' x 7' Manhole Traffic Loading Effective Date: What s Changed? 1 of 4 MH 320
10 Table MH 320 1: Reinforcing Schedule 4' x 6' x 7' Manhole Traffic Loading Cover Mark Quantity Length Long Leg Size Wt. Lbs. T1 16 4'-10" 29" V. #5 81 T2 24 3'- 23" H. # '-0" Straight #5 42 T4 6 3'- 29" V. #5 21 T5 8 4'-5" 29" V. #5 37 T6 4 6'-0" Straight #5 25 6" 4 Spaces 1 O.C. C N " Welded Wire Fabric 2" x 2" 12 Ga. Min. 3 Figure MH 320 2: 4' x 6' x 7' Manhole Traffic Loading Wall Section C-C 7'- 6'-0" 8 Spaces O.C. 12" 7' 0" 8' 10" C D Section D-D 5'- 4'-0" 5 Spaces O.C. Vent When Req'd. D 6" 10" Side Wall End Wall MH of 4 What s Changed? 4' x 6' x 7' Manhole Traffic Loading Effective Date:
11 1. All side steel clear from outside surface. Table MH 320 2: Reinforcing Schedule 4' x 6' x 7' Manhole Traffic Loading Wall 5'- Mark Quantity Length Long Leg Size Wt. Lbs. 30 7'-0" Straight # '-0" Straight # '-0" Straight # '-10" 17" H. #3 22 F B5 See Note 2. Sump Detail E E Figure MH 320 3: 4' x 6' x 7' Manhole Traffic Loading Floor 4 O.C. 6'-0" 7'- B4 Floor Plan B4 B4 B4 2 O.C. F Section E-E 10" 2" B4 B4 Section F-F 1. All floor and roof steel 2" minimum clear from outside surfaces. All side steel minimum clear from outside surfaces. 2. See AC ' x 6' x 7' Manhole Traffic Loading Effective Date: What s Changed? 3 of 4 MH 320
12 Table MH 320 3: Reinforcing Schedule 4' x 6' x 7' Manhole Traffic Loading Floor Mark Quantity Length Long Leg Size Wt. Lbs. 28 4'- 29" H. # '- 23" H. # '-0" Straight #5 46 B4 8 6'-0" Straight #5 50 B5 4 1'-9" Straight #5 7 MH of 4 What s Changed? 4' x 6' x 7' Manhole Traffic Loading Effective Date:
13 MH 325 4' x 8' x 7' Manhole Traffic Loading Scope MH ' x 8' x 7' Manhole Traffic Loading Figure MH 325 1: 4' x 8' x 7' Manhole Traffic Loading Roof T1 T1 T5 T1 T6 A B 9'- 8'-0" 5 Spaces O.C. 2 T6 T4 T6 B T4 See Note 2. 2" Section A-A T6 Roof Plan N1 3 Spaces O.C. T6 T4 T6 T2 1. See MH 300 for reference drawings giving installation details, schedules, and general requirements for manhole structures and accessories. See working drawings for additional details of neck, conduit banks, and so on. T2 12" Clear A T1 5 Spaces O.C. 4'-0" 5'- T2 T6 Section B-B T5 T6 T2 T2 Excavation: Cu. Yds. Concrete: 8.4 Cu. Yds. Total Rebar: 975 Lbs. 2. See MH ' x 8' x 7' Manhole Traffic Loading MH 325 Effective Date: What s Changed? This type of poured in place manhole is no longer valid for new construction. 1 of The standard was made for reference only for rebuilding or expanding existing structures.
14 Table MH 325 1: Reinforcing Schedule 4' x 8' x 7' Manhole Traffic Loading Roof Mark Quantity Length Long Leg Size Wt. Lbs. T1 20 4'-10" 29" V. #5 101 T2 28 3'- 23" H. # '-0" Straight #5 51 C 6" 4 Spaces 1 O.C. T4 8 3'- 29" V. #5 28 T5 8 5'-3" 3 H. #5 45 T6 4 8'-0" Straight #5 34 N " Welded Wire Fabric 2" x 2" 12 Ga. Min. 3 Figure MH 325 2: 4' x 8' x 7' Manhole Traffic Loading Wall Section C-C 9'- 8'-0" 11 Spaces O.C. Typ. C 12" D Section D-D 5'- 4'-0" 5 Spaces O.C. Vent When Req'd. 9' 0" D 6" 12" Side Wall End Wall MH of 5 4' x 8' x 7' Manhole Traffic Loading What s Changed? This type of poured in place manhole is no longer valid for new construction. The standard was made for reference only for rebuilding or expanding existing structures. Effective Date:
15 Table MH 325 2: Reinforcing Schedule 4' x 8' x 7' Manhole Traffic Loading Wall Mark Quantity Length Long Leg Size Wt. Lbs. 36 7'-0" Straight # '-0" Straight # '-0" Straight # '-10" 17" H. # All side steel clear from outside surface. 4' x 8' x 7' Manhole Traffic Loading MH 325 Effective Date: What s Changed? This type of poured in place manhole is no longer valid for new construction. 3 of The standard was made for reference only for rebuilding or expanding existing structures.
16 Figure MH 325 3: 4' x 8' x 7' Manhole Traffic Loading Floor 9'- 8'-0" E 5 Spaces O.C. F B4 B4 Section E-E 5' 4' 0" B4 B4 2" CL. Section F-F CL. 2" CL. E B4 5 Spaces O.C. F B4 Floor Plan All floor and roof steel 2" min. clear from outside surfaces. All side steel minimum clear from outside surfaces. MH of 5 4' x 8' x 7' Manhole Traffic Loading What s Changed? This type of poured in place manhole is no longer valid for new construction. The standard was made for reference only for rebuilding or expanding existing structures. Effective Date:
17 Table MH 325 3: Reinforcing Schedule 4' x 8' x 7' Manhole Traffic Loading Floor Mark Quantity Length Long Leg Size Wt. Lbs. 36 4'- 29" H. # '- 23" H. # '-0" Straight #5 59 B4 8 8'-0" Straight #5 67 4' x 8' x 7' Manhole Traffic Loading MH 325 Effective Date: What s Changed? This type of poured in place manhole is no longer valid for new construction. 5 of The standard was made for reference only for rebuilding or expanding existing structures.
18 This page intentionally left blank.
19 MH 330 6' x 8' x 7' Manhole Traffic Loading Scope MH ' x 8' x 7' Manhole Traffic Loading Figure MH 330 1: 6' x 8' x 7' Manhole Traffic Loading Roof N1 T1 T4 T2 T6 T2 T1 A T5 T1 1. See MH 300 for reference drawings giving installation details, schedules, and general requirements for manhole structures and accessories. See working drawings for additional details of neck, conduit bank, and so on. Excavation: 25.3 Cu. Yds. Concrete: 11.3 Cu. Yds. Total Rebar: 1,857 Lbs. 2. See MH 350. B B T6 T6 T6 Section A-A See Note 2. 12" 4 Spaces O.C. 8'-0" 9'- Roof Plan T4 T6 T6 12" 12" T2 A T2 T2 8 Spaces O.C. 6'-0" 7'- Section B-B T1 T5 T6 6' x 8' x 7' Manhole Traffic Loading Effective Date: What s Changed? 1 of 4 MH 330
20 Table MH 330 1: Reinforcing Schedule 6' x 8' x 7' Manhole Traffic Loading Roof Mark Quantity Length Long Leg Size Wt. Lbs. C T1 20 5'-6" 33" V. #6 166 T2 38 4'- 27" H. # '-0" Straight #6 109 T4 8 4'- 33" V. #6 57 T5 14 5'-9" 33" H. #6 121 T6 8 8'-0" Straight #6 97 N1 1 12" x 110" Welded Wire Fabric 2" x 2" 12 Ga. Min All side steel clear from outside surface. Figure MH 330 2: 6' x 8' x 7' Manhole Traffic Loading Wall Section C-C 9'- 8'-0" 11 Spaces O.C. 6" 4 Spaces 1 O.C. 7'-0" 9'-0" 6" 12" 12" C D Section D-D Side Wall End Wall 7'- 6'-0" 8 Spaces O.C. Vent When Req'd. D MH of 4 What s Changed? 6' x 8' x 7' Manhole Traffic Loading Effective Date:
21 Table MH 330 2: Reinforcing Schedule 6' x 8' x 7' Manhole Traffic Loading Wall Mark Quantity Length Long Leg Size Wt. Lbs. 42 7'-0" Straight # '-0" Straight # '-0" Straight # '-10" 17" #3 22 Figure MH 330 3: 6' x 8' x 7' Manhole Traffic Loading Floor B4 E 7'- 6'-0" 8 Spaces O.C. F Section E-E B4 See Note 2. B4 5 Spaces O.C. 8'-0" 9'- F Floor Plan B4 E Section F-F B4 12" 1. All floor and roof steel 2" minimum clear from outside surfaces. All side steel minimum clear from outside surfaces 2. See AC ' x 8' x 7' Manhole Traffic Loading Effective Date: What s Changed? 3 of 4 MH 330
22 Table MH 330 3: Reinforcing Schedule 6' x 8' x 7' Manhole Traffic Loading Floor Mark Quantity Length Long Leg Size Wt. Lbs. 42 5'- 29" H. # '- 23" H. # '-0" Straight #6 127 B4 11 8'-0" Straight #6 133 MH of 4 What s Changed? 6' x 8' x 7' Manhole Traffic Loading Effective Date:
23 MH 335 7' x 7' x 7' Manhole Traffic Loading Scope MH ' x 7' x 7' Manhole Traffic Loading Figure MH 335 1: 7' x 7' x 7' Manhole Traffic Loading Roof 1. See MH 300 for reference drawings giving installation details, schedules, and general requirements for manhole structures and accessories. See working drawings for additional details of neck, conduit bank, and so on. Excavation: 25.7 Cu. Yds. Concrete: 10.5 Cu. Yds. Total Rebar: 2,468 Lbs. 2. See MH '- 7'-0" 12" A T4 T1 T1 T1 T4 T4 Section A-A Roof Plan T2 T1 T4 T2 T2 See Note 2. N1 A T2 3" 13 Spaces 6" O.C. 3" 7' x 7' x 7' Manhole Traffic Loading Effective Date: What s Changed? 1 of 4 MH 335
24 Table MH 335 1: Reinforcing Schedule 7' x 7' x 7' Manhole Traffic Loading Roof Mark Quantity Length Long Leg Size Wt. Lbs. T1 40 5'-3" 33" V. #6 316 T2 56 4'- 27" H. # '-0" Straight #6 295 T4 16 4'-5" 33" V. #6 107 N " Welded Wire Fabric 2" x 2" 12 Ga. Min. 3 Figure MH 335 2: 7' x 7' x 7' Manhole Traffic Loading Wall B 3" Section B-B 8'- 7'-0" 13 Spaces 6" O.C. Vent When Required 6" 4 Spaces 1 O.C. 7'-0" 8'-10" 3" 12" 6" B Wall 1. All side steel clear from outside surface. MH of 4 What s Changed? 7' x 7' x 7' Manhole Traffic Loading Effective Date:
25 Table MH 335 2: Reinforcing Schedule 7' x 7' x 7' Manhole Traffic Loading Wall Mark Quantity Length Long Leg Size Wt. Lbs. 56 7'-0" Straight # '-0" Straight # '-10" 17" H. #3 22 Figure MH 335 3: 7' x 7' x 7' Manhole Traffic Loading Floor 10" C 3" 6 Spaces 6" O.C. Section C-C 8'- 7'-0" 3" 3" Floor Plan C 13 Spaces 6" O.C. 3" 7' x 7' x 7' Manhole Traffic Loading Effective Date: What s Changed? 3 of 4 MH 335
26 Table MH 335 3: Reinforcing Schedule 7' x 7' x 7' Manhole Traffic Loading Floor Mark Quantity Length Long Leg Size Wt. Lbs. 56 5'- 33" H. # '- 27" H. # '-0" Straight # All floor and roof steel 2" minimum clear from outside surfaces. All side steel minimum clear from outside surfaces. MH of 4 What s Changed? 7' x 7' x 7' Manhole Traffic Loading Effective Date:
27 MH 340 6' x 10' x 7' Manhole Traffic Heavy Loading Scope MH ' x 10' x 7' Manhole Traffic Heavy Loading Figure MH 340 1: 6' x 10' x 7' Manhole Traffic Heavy Loading B 2'-7" 2'-0" 6" 6" T1 A 15" 15" 2" 15" 15" 2" T14 T5 T4 T2 T6 T10 T11 2" 4 Spaces 10" 15" 10 Spaces 6" Bottom Steel Top Steel 11'- 10'-0" Plan See Note 4. T9 T8 C Sump 45 B 2'0" T12 6'-3" 5'- 11 Spaces 6" 6" 12" 6" 2'-0" 2'-11" Neck Welded Wire Fabric - N1 2 30" MIN T14 3 Spaces 15" 7'-0" 12" 2 Spaces 12" T13 T14 A T13 1 MIN 8'-10" 6" 10" Excavation 9'-10" MIN C 9" 9" Section A-A Figure MH : Plan and Section A-A 6' x 10' x 7' Manhole Traffic Heavy Loading Effective Date: What s Changed? 1 of 3 MH 340
28 9" 9" N1 1" CL T10, 11, 12, 13, and /2" CL Slope Floor to Sump Sump Section B-B 45 Figure MH : Section B-B and Section C-C 1. See MH 300 (page MH-1) for reference drawing giving installation details, schedules, and general requirements for structures and accessories. 2. For total quantities of steel, castings, and related foundry items, see Summary for each set of working drawings. 3. See working drawings for additional neck, conduit bank, and so on. 4. See MH 350. Table MH 340 1: List of Materials 6' x 10' x 7' Manhole Traffic Heavy Loading Quantity T13, 14 3 Spaces 15" 25 Spaces 12" 6" Sump Reinforcing Symm. Abt. 11'- Description 1 Only 26 Manhole Casting 9.8 Cu. Yds. Concrete As Detailed Pull Eyes B '-0" Section C-C B4 B5 B7 2 B8 8 Spaces 7" 1 B6 2 Spaces 1 7' 9" 9" MH of 3 What s Changed? 6' x 10' x 7' Manhole Traffic Heavy Loading Effective Date:
29 Table MH 340 2: Reinforcing Schedule 6' x 10' x 7' Manhole Traffic Heavy Loading Mark Quantity Type Size Total Length Wt. Lbs. T1 4 Straight 5/ Dia. 6' T2 2 Straight 5/ Dia. 5'-6" Straight 5/ Dia. 4'-3" 3.7 T4 2 Straight 5/ Dia. 3'-10" 8.0 T5 2 Straight 5/ Dia. 3'-0" 6.3 T6 2 Straight 1/2" Dia. 10' T7 2 Straight 1/2" Dia. 8' T8 1 Straight 1/2" Dia. 5'-6" 3.7 T9 1 Straight 1/2" Dia. 3'-2" 2.1 T10 1 1/2" Dia. 3'-6" 2.4 T11 2 3'-0" 3/ Dia. 4'-2" 12.5 T12 2 1/2" Dia. 4'-0" 5.4 T '-0" 3/ Dia. 5'-6" T '-5" 1/2" Dia. 5'-0" 85.6 N1 1 1'-0" 1'-2" Welded Wire Fabric 12 G.A. 2" x 2" Mesh (Min.) 1' x 13' Normal '-0" 1/2" Dia. 10' '- 1/2" Dia. 15' '- 1'-6" 29 Straight 1/2" Dia. 8'-1" /2" Dia. 4' '- 1/2" Dia. 11' '-0" 1/2" Dia. 11'-0" 14.7 B4 2 5'-5" 1/2" Dia. 10'-5" '- B5 2 4'-10" 1/2" Dia. 9'-10" '-10" B6 2 4'-3" 1/2" Dia. 9'-3" 12.4 B7 2 3'- 1/2" Dia. 8' B8 2 3'-1" 1/2" Dia. 8'-1" 10.7 B9 1 3'-5" 1/2" Dia. 8'-5" '-5" 1/2" Dia. 11'-5" '-5" 1/2" Dia. 14'-5" '- 1/2" Dia. 15' '-0" 1/2" Dia. 6'-6" Cu. Yds. Excavation Lbs. Reinforcing Steel 6' x 10' x 7' Manhole Traffic Heavy Loading Effective Date: What s Changed? 3 of 3 MH 340
30 This page intentionally left blank.
31 MH 350 Manhole Neck Details 27" Opening Scope MH Manhole Neck Details 27" Opening Figure MH 350 1: Manhole Neck Details 27" Opening Color top surface to match surrounding pavement Drop thru clean out holes below each cover bolt 1" 2" See Note 5. In non-traffic installations neck may be bevelled to allow matching of existing pavement 12" MIN below flow line of gutter 13-1/2" 10" 12" 2" MIN Varies 13-1/2" 15-1/2" See Note 6. Half Elevation Normal Neck (Height 2 or Less) For cold joint use 2" x key and two coats of Sika Seal Half Elevation Extended Neck (Height in Excess of 2) 6" Overlap of Reinforcing Cover Bolts (With Drop Thru Holes) 4 Required 43" Sq. 47" Sq. Anchor Bolts 4 Required Half Plan Normal Neck (Height 2 or Less) Half Plan Extended Neck (Height in Excess of 2) 1. Reinforcing: No. 3 rebar on 12" centers or 4 x 4-10/10 WWF minimum concrete coverage will be 2". 2. Concrete: per GI 020. Manhole Neck Details 27" Opening Effective Date: What s Changed? 1 of 2 MH 350
32 3. Approved variations may be allowed precasters to accommodate manufacturing processes. 4. Use 30" round opening if specified on substructure drawing. 5. See FC 620 for manhole cover. 6. See AC 740 for ladder installation. MH of 2 What s Changed? Manhole Neck Details 27" Opening Effective Date:
MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public
MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................
More informationDISTRIBUTION VAULT 8' x 14' x 9'-4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING
CU16003K REV 8' x 14' x 9'4" DEEP TRAFFIC FLAT WALL 0113 SHEET 1 OF 6 CU 16003K CU16003K REV 8' x 14' x 9'4" DEEP TRAFFIC FLAT WALL 0113 SHEET OF 6 CU 16003K ITEM (PER ENDWALL): A. 6" DIAMETER PVC CONDUIT
More informationUtility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles
Utility Structures Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles PRODUCT GUIDE & TECHNICAL REFERENCE MANUAL Providing the right solutions. UTILITY STRUCTURES Perfect
More information2' x 3' Polymer Pull Box Cover 4'-0" 7'-0" 24" x 76" Access Opening 3'-6"
Scope.1 Precast Concrete Equipment Slab Box 8' x 10' x Pad with 4' x 7' x 3'- Box for 5-Way RAM Gas Switch, 2-Way, 3-Way, and 4-Way Pad-Mounted RAG Gas Switches, VFI 9, VFI 12, Bypass Switch, and 33 kv
More information5/16" Flange nut. Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc plated bolt w/ washers and nut. Anchor 3" sq. 7 Ga.
2 1/2" x 2 1/2" x 10 Ga. 6" 5" 4" Variable Slipbase (8" Sq. SYS.) 5/16 Corner Bolt W/ nut 5/16" Flange nut Stub Insert (8" Sq. SYS.) Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc
More informationSECTION PRECAST CONCRETE SECTIONAL MANHOLES
SECTION 02545 PRECAST CONCRETE SECTIONAL MANHOLES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete cylindrical sectional manholes, complete with openings, inserts, hardware,
More informationSECTION MANHOLES
SECTION 33 05 13 MANHOLES PART 1 GENERAL 1.01 SECTION INCLUDES A. CONTRACTOR shall furnish and install precast concrete manhole base, sections, adjusting rings, steps, and manhole ring and cover, complete.
More informationPipe Product Catalog Table of Contents
Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"
More informationMANHOLES PART I: GENERAL. A. Precast Concrete Manholes
MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a
More informationAnti-Trust Statement
Anti-Trust Statement http://www.concrete-pipe.org/ A joint effort of the Texas Concrete Pipe Association and the Texas Department of Transportation What brought this about? The TxDOT organization consists
More informationFloor Boxes. Concealed Service Floor Boxes. Engineering Data 663 Series. Faces Plates for 663 Floor Box. 663 Series Floor Box
Concealed Service Floor Boxes 663 Series Floor Box 663-SC Multiple service floor box that delivers power, communications and data from standard conduit with no exposed service fitting Result: Open office
More informationSECTION UNDERGROUND POWER DUCT AND SUB-STRUCTURES. A. Section : Trenching, Backfilling, and Compacting
SECTION 33 71 19 UNDERGROUND POWER DUCT AND SUB-STRUCTURES PART 1 GENERAL 1.1 RELATED WORK A. Section 31 23 33: Trenching, Backfilling, and Compacting B. Section 32 01 00: Site Restoration and Rehabilitation
More informationStormTrap Guide Specification. StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17
StormTrap Guide Specification StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17 This product guide specification is written according to the Construction Specifications
More informationCONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 407 NOVEMBER 2013 CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION TABLE OF CONTENTS 407.01
More informationManhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard
More informationStandard Specifications
Standard Specifications PART 1.00 GENERAL 1.01 DECRIPTION SECTION 02620 PRECAST REINFORCED CONCRETE SANITARY MANHOLES A. Work included: The Contractor shall furnish all labor, materials, equipment, and
More informationSECTION 39 - MANHOLES TABLE OF CONTENTS
SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...
More informationF-5-1a. Concrete Bollards (Detail 1 of 2) WEIGHT: 166kg. WEIGHT: 227kg. WEIGHT: 113kg. WEIGHT: 212kg
Contents F-5-1a Concrete Bollards F-5-1b Concrete Bollards F-5-2 Concrete Bollards with City Logo F-5-3 Cast Iron Bollards F-5-4 Decorative Steel Bollard F-5-5 Swivel P Gate Steel Bollard F-5-6 Steel Bollard
More informationPART MATERIALS. Section Fencing Materials. Description
PART 03000 - MATERIALS Section 03010 - Fencing Materials Description 03010.00 Scope - This section consists of the test requirements, specifications and tolerances for barbed wire, woven wire and chain
More informationD. Thermally Sprayed Metallic Coating (Flame Spray): STD SPEC
STANDARD SPECIFICATION SECTION 05121 MISCELLANEOUS METALWORK PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, fabrication, and installation of structural steel, connecting bolts, pipes,
More informationCONCRETE MANHOLES.
CONCRETE CONCRETE SHAW PIPE produces circular, precast, concrete manholes in diameters 1050mmØ through 3000mmØ. Precast, concrete manholes are most frequently used for pipeline and sewer entry and are
More informationSECTION MANHOLES
SECTION 02601 MANHOLES PART 1 GENERAL 1.01 SCOPE OF WORK A. WORK required under this section consists of all materials, accessories, equipment, tools, and labor required to install precast concrete standard
More informationStormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18
StormTrap Guide Specification StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 This product guide specification is written according to the Construction Specifications Institute
More informationSECTION SAND CUSHION TERRAZZO FLOORING
SECTION 09 66 13.13 SAND CUSHION TERRAZZO FLOORING THIS GUIDE SPECIFICATION HAS BEEN PREPARED BY THE NATIONAL TERRAZZO AND MOSAIC ASSOCIATION, INC., AND IS DISTRIBUTED FOR USE BY ITS MEMBERS AND DESIGN
More informationMidwest Roadside Safety Facility
B 64" 1626 602'-8 1/16" 183695 548'-0" 167030 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 373839 40 25 IMPACT 1500A 48" 12 27'-5" 8355 [] 3x7 CL A Galvanized
More information1.1 RELATED DOCUMENTS
SECTION 050505 -BEVEL RAIL ENDS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification Sections
More information10x12 FOUNDATION GUIDE 10x12 TRICO AND FLORA SHEDS
10x12 FOUNDATION GUIDE 10x12 TRICO AND FLORA SHEDS 10x12 WOOD SKID FLOOR FLOOR SYSTEM FOR 10x12 TRICO AND FLORA SHEDS RAW MATERIALS LIST: 2 (9) FLOOR FRAMING AND SHEATHING: 1) BAND BOARD 2 x 6 x 12 PRESSURE
More informationProposal PROJECT MANUAL P R O P E R T Y M A N A G E M E N T F A L L O N C O U N T Y. Baker, MT P.O. Box 846
PROJECT MANUAL P R O P E R T Y M A N A G E M E N T F A L L O N C O U N T Y Proposal P.O. Box 846 Baker, MT 59313 P R E C A S T R E I N F O R C E D C O N C R E T E B O X C U L V E R T F O R W E S T M O
More informationGENERAL ISOMETRIC LAYOUT
EXISTING OR PROPOSED WIPER WALL SUPPORT STRUCTURE GATE LID CARBATHAN HG 0 WEB GRAY LOWER PAN GRATING ALUMINUM WIPER WALL CARBATHANE HG, 90 GRAY STRUCTURAL SPECIFICATIONS:. FLOODGATE MATERIAL TO BE ALUMINUM
More informationSECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP
1 1 1 0 1 0 1 0 1 SECTION 1 1 CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP BASED ON DFD MASTER SPECIFICATION DATED /01/ P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of
More informationSECTION PUBLIC UTILITY MANHOLES AND STRUCTURES. 2. Modular precast concrete pump wetwell. 5. Manhole bedding and cover materials.
SECTION 02082 PUBLIC UTILITY MANHOLES AND STRUCTURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Modular precast concrete manholes with tongue-and-groove joints, transition to cover frame, covers,
More informationA. Extent of structural precast concrete work is shown on drawings and in schedules.
SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification
More informationSTANDARD BID ITEM NUMBERS
10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation
More informationCurrent Standard Plates including Transmittal Letters are available on the web at:
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (15-03) MANUAL: Standard
More informationThis specification describes the minimum requirements for piping systems for the following service:
SPEC-3004 1/7 1.0 APPLICATION This specification describes the minimum requirements for piping systems for the following service: Service Water Design Conditions Operating Conditions 10 PSIG @ 33 o F to
More informationINSTALLATION INSTRUCTIONS. March 2016 FOR FURTHER QUESTIONS, PLEASE CALL
March 2016 INSTALLATION INSTRUCTIONS FOR FURTHER QUESTIONS, PLEASE CALL 775 440 2025 JENSEN WATER RESOURCES 521 Dunn Circle, Sparks, NV 89431 JensenPumps.com Figure 1: This illustration shows a complete
More informationPlastibeton Trench System. Installation Packet
Plastibeton Trench System Installation Packet Plastibeton Installation Guide This Installation Guide is intended to assist in the preparation and installation of Plastibeton products manufactured by Oldcastle
More information2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard
More informationSUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard
More informationAPPENDIX FENCE GENERAL NOTES
APPENDIX FENCE GENERAL NOTES 1. Fabric: 9 gage, 2" mesh, knuckle top and bottom, placed on the outside of posts, single fabric width for the entire height. 2. All fencing to be standard galvanized finish.
More informationMAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX
407-1 - MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX 407-1.1 GENERAL Tender Items Specifications Standard Drawings 407-1.1.1 Frame and Grate Selection 407-1.1.2 Selection of Structure
More informationSECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.
SECTION 58 PRECAST CONCRETE BOX CULVERT 58.1 DESCRIPTION A. General This work consists of furnishing and installing Pre-cast Concrete Box Culverts. B. Related Work Section 51 Section 52 Section 53 Section
More informationDigitally Signed 06/02/2015
Digitally Signed 06/0/05 Digitally Signed 06/0/05 Digitally Signed 06/0/05 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 6--5 6 ARK. JOB NO. 08057 6 8 075 QUANTITIES 5706 SUMMARY
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION NOTE: This special provision is generally written in the imperative mood. The subject, "the
More informationPlastibeton Trench System. Installation Packet
Plastibeton Trench System Installation Packet Plastibeton Installation Guide This Installation Guide is intended to assist in the preparation and installation of Plastibeton products manufactured by Oldcastle
More informationVILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.
Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND
More informationDESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
More informationThru Wall Floor Seals For New Installation
The O-Z/Gedney Thruwall and Floor Seals provide a positive means of sealing pipe, conduit or tube where they pass through a concrete foundation of a structure below grade or below ground water level or
More informationGENERAL ELEVATION SECTION A-A
NORTH OR WEST Final pavement Elev. m @ roadway 12 352 out to out precast backwall panels Final pavement Elev. m @ roadway SOUTH OR EAST Pile cut-f Elev. m Pile cut-f Elev. m 3:1 3:1 Approx. existing groundline
More informationAMENDMENTS Manual of STANDARD SPECIFICATIONS. Adopted by Standard Specifications Committee. Amendment. No. 6. Published by
AMENDMENTS to 2012 Manual of STANDARD SPECIFICATIONS Adopted by Standard Specifications Committee Amendment No. 6 Published by Utah LTAP Center Utah State University 8305 Old Main Hill Logan UT 84322-8205
More informationSECTION METAL FABRICATIONS
SECTION 05100 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for metal fabrications, including minimum requirements for fabricator, and galvanizing. 1.02 REFERENCE STANDARDS A. ASTM
More information24" B B Joint X501 Joint See MARKINGS Note PCB-RXX-350-TL3 " X501 Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOT
B B Joint Joint See MARKINGS Note PCB-RXX-350-TL3 " Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOTES GENERAL: This barrier may be manufactured with reinforcing steel
More information1. INTRODUCTION 2. REFERENCE SPECIFICATIONS. Page -1- Bonding and Grouting
Page -1-1. INTRODUCTION 1.1 Scope This specification covers non-shrink and epoxy grouting of structural column base plates and equipment bases, Portland cement grout for minor elements and bonding agents
More informationWAL-MART SUPERCENTER # ; Milwaukie, OR: SPECIFICATIONS. Revisions to Specification Fence
MILWAUKIE OR #3144-00 ADDENDUM #5 NARRATIVE: 11-08-12 WAL-MART SUPERCENTER #3144-00; Milwaukie, OR: SPECIFICATIONS SPECIFICATIONS Revisions to Specification 02822 Fence Spec division 02822 has been revised
More informationCurrent Standard Plates including Transmittal Letters are available on the web at:
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard
More informationGeneral Information...SA1-SA4
SECTION S INDEX Product Description Page Number General Information................................................................SA1-SA4 Type FSK Thruwall & Floor Seal For Conduit, Pipe or Tubing............................
More informationInstallation Instructions
Column & Beam Units with Debris Netting Installation Instructions Laminated Wood Systems, Inc. Seward, Nebraska 800-949-3526 2015 LWS, INC. AVR-NET INSTALL 05-12-16 AVR Installation Notes 1 Safety The
More informationInstallation Guide. Capped Cellular PVC Fencing. Table of Contents. Storage and Handling Tools Needed Fence Layout and Locating Posts
Capped Cellular PVC Fencing Installation Guide Table of Contents Storage and Handling Tools Needed Fence Layout and Locating Posts Installation instructions 4 x 4 Over Sleeve Post - 3.5 Rail Privacy Shadowbox
More informationHardened Structures Hardened Shelters, LLC. Explosion Resistant Pre-hung Sealed Blast Door
Hardened Structures Hardened Shelters, LLC Explosion Resistant Pre-hung Sealed Blast Door Drawing number: ASR-50-BD Revision: E Date: December 8, 2008 Table of Contents Contact Information... 3 Description...
More informationSTORM M ANHOLE FOR 42" PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30"MAX 3 OR 3.5 PRECAST ECCENTIC CONC
01-APR-2015 13:33 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\stm_det01_8x11_st01.dgn TIME = MIN 3 CRSES MAX 5 CRSES 3 OR 3.5 PRECAST ECCENTIC CONC ID PIPE GRADE A CONC FILL 4" 8" 2-0"SUMP
More informationACORNWIRE.COM MESH PARTITIONS DIVISION 10 - SPECIALTIES WIRE MESH PARTITION FOLDING GATE
acorn WIRE ACORNWIRE.COM MESH PARTITIONS DIVISION 10 - SPECIALTIES 10 22 13 WIRE MESH PARTITION 10 22 16 FOLDING GATE GUIDE Page 4 / 5 No. 130A All wire type for normal industrial use. 7, 8, 9, 10 and
More informationSTRUCTURES FOR SANITARY AND STORM SEWERS
SUDAS Standard Specifications Division 6 - Structures for Sanitary and Storm Sewers Section 600 - Structures for Sanitary and Storm Sewers STRUCTURES FOR SANITARY AND STORM SEWERS PART - GENERAL.0 SECTION
More informationSPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS
SPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS 1. DESCRIPTION THESE SPECIFICATIONS ARE FOR A PRECAST THREE SIDED ARCH STRUCTURE, HEADWALLS
More informationSection 914. JOINT AND WATERPROOFING MATERIALS
914.01 Section 914. JOINT AND WATERPROOFING MATERIALS 914.01. General Requirements. Joint and waterproofing material for use in concrete construction must meet the requirements of this section. 914.02.
More informationCustomer Requirements Commercial Secondary Service
Application Installation requirements for commercial services from Tacoma Power overhead or underground facilities. It applies to new construction or upgrades of older services. Electrical service may
More informationMEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C
MEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C Revised October 2007 Armtec reserves the right to alter designs. General The Armtec Sluice Gate is a quality and highly economical gate for a variety of
More informationThis specification describes the minimum requirements for piping systems for the following service:
201/01/13 1/ 1.0 APPLICATION This specification describes the minimum requirements for piping systems for the following service: Service Air Design Conditions Operating Conditions Blast Air (see Note 1)
More informationThread protection accessories are installed at the MODIX production factory and delivered with couplers.
Installation of MODIX Rebar Coupler Identification of the product The type of MODIX Rebar Coupler can be identified by the marking on the product. Size of the Coupler can be identified also according to
More informationCS3 represents manufacturers of products for use in the municipal waterworks industry.
Brian Drexel & Rob Grier WWW.CS3WATERWORKS.COM Established in 2000, CS3 Waterworks is a Florida Based company with offices in Orange Springs Florida and Savannah Georgia. CS3 represents manufacturers of
More informationAmerican Safe Room. Explosion Resistant Blast Hatch with Integrated Riser
American Safe Room Explosion Resistant Blast Hatch with Integrated Riser Drawing: ASR-50-RBH Revision: H May 17, 2012 Table of Contents Description... 3 Options... 4 Order form... 5 Option: left or right
More informationTOLL FREE:(888) FAX:(941) ASSEMBLY of ProTEC CONCRETE STRUCTURAL INSULATED PANEL
ASSEMBLY of ProTEC CONCRETE STRUCTURAL INSULATED PANEL The ProTEC panels are manufactured with grooves on all four sides to accept the steel components. This grooving applies to the regular panel whose
More informationAUXILIARY FRAMING AND ACCESSORIES
CUSTOM CABINETS & RACKS STRUT AND ACCESSO- RIES JUNCTION KITS ANGLE AND BRACE KITS SPLICE KITS BRACE KITS INSTALLATION KITS WALL ANGLE KITS RUBBER END CAPS SUPPORT INSTALLATION AND SUPPORT KITS STANCHION
More informationThe Manitoba Water Services Board SECTION Standard Construction Specifications September 2013 Page 1 of 8
September 2013 Page 1 of 8 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the construction of air release chambers, flushout chambers, valve chambers, meter chambers
More informationConcealed Thru-Roof Assemblies
Concealed Thru-Roof Assemblies IPC s concealed thru-roof assembly is ideal for new constructions or applications where installation will be concealed. The 240 assembly includes everything necessary for
More informationW 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI ph Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603
869 86 863 W 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI 53703 ph 608-709-1250 Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603 Re Submit/15002_Titleblock.dwg 868 SN LEGEND W 867
More informationRAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch
Limits of pay length for Bridge RailType 10M (For post spacing, see Dwg. No. B ) B60610 (Use with B60610A) 8 min. 1 max. 8 min. 1 max. 10 0 Max. 10 0 Max. post spacing 10 0 Max. 2 5 Post 1 x 1 slotted
More informationNORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES DIVISION OF PUBLIC HEALTH ENVIRONMENTAL HEALTH SECTION ON-SITE WATER PROTECTION BRANCH
NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES DIVISION OF PUBLIC HEALTH ENVIRONMENTAL HEALTH SECTION ON-SITE WATER PROTECTION BRANCH SEPTIC/PUMP TANK RISER ASSEMBLIES APPROVAL Septic/Pump Tank
More informationFoundation Specifications for 5.6-Meter Modular Earth Station Antennas
Installation Instructions Bulletin 237029 Foundation Specifications for 5.6-Meter Modular Earth Station Antennas Revision A Introduction This document specifies typical foundation characteristics, designs,
More informationADJUSTABLE BASKETBALL SYSTEM ASSEMBLY INSTRUCTIONS AND OWNER'S MANUAL
IRONCLAD SPORTS, INC HIGHLIGHT HOOPS ADJUSTALE ASKETALL SYSTEM ASSEMLY INSTRUCTIONS AND OWNER'S MANUAL MODEL: HIL885!! WARNING FAILURE TO COMPLY WITH ANY OF THE WARNINGS IN THESE INSTRUCTIONS MAY RESULT
More informationUNIVERSAL BASES. #60UB - Universal Mounting Base. Same as above for 1/2 inside threads.
UNIVERSAL BASES #60U - Universal Mounting Base. This base can be used for vertical or horizontal mounting. Base is threaded for 3/8 inside threads. Made of bronze material for pastedown or fastening with
More informationFoundation Specifications for 7.6-Meter Modular Earth Station Antennas
Installation Instructions Foundation Specifications for 7.6-Meter Modular Earth Station Antennas Bulletin 237186A Revision A Introduction This document specifies typical foundation characteristics, designs,
More informationINSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-03) MANUAL: Standard Plates DATED: September
More information14000 I/O Series Flush Glaze. Fabrication and Installation Instructions
14000 I/O Series Flush Glaze Fabrication and Installation Instructions Last saved on 12/18/2009 Table of Contents GENERAL CONSTRUCTION NOTES...3 EXTRUDED ALUMINUM PARTS...4 ACCESSORIES...5 OVERVIEW...6
More informationAppendix C Construction Details
7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses
More informationSTEEL PIPE GUIDERAIL 01/01/
NOTES PIPE RAILING & POSTS: Pipe Rails and s shall be in accordance with ASTM A5 Grade B for standard weight pipe and ASTM A500 Grade B, C or D or ASTM A50 for structural tube. Bars for handrail supports
More informationPCCP Preservation Steps to Take to Extend Pavement Life and Performance of Your Concrete Pavements
PCCP Preservation Steps to Take to Extend Pavement Life and Performance of Your Concrete Pavements Larry Scofield, P.E. International Grooving and Grinding Association 1 Big Preservation Everybody Wins
More informationStorefront Installation Guide
Storefront General Notes: 1. Check Contract Documents and Shop Drawings. Understand and clarify any Field Verify Notes and approvals of drawings and products to be familiar with the project. Installation
More informationALL SEASON PATIO COVER
ALL SEASON PATIO COVER 61 Where the All Season Patio Cover is to be attached to the home, create a level line showing where the top of the mounting rail is to be located. Install each section with the
More informationCITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
More informationDry Toilet, Version 2.0 June 17, 2015
Dry Toilet, Version 2.0 June 17, 2015 Concrete Base When forming the concrete base, make sure it is same or slightly larger dimensions than the wooden base described below. The urine drain pipe is accommodated
More informationFlange Dimensions Class 125 Bronze Flange Dimensions Class 300 Bronze Flange Dimensions Class 150 Bronze Flange Dimensions
Dimensions Class Bronze Dimensions Meets Ib. A.S.M.E. Stard Class 00 Bronze Dimensions Meets ANSI STD B. Nominal Dim. A O.D. Dim. B Circle Dim. C Hole No. Holes Nominal Dim. A Diam. Dim. B Min. Dim. C
More informationItem 550 Chain Link Fence
Item Chain Link Fence 1. DESCRIPTION 2. MATERIALS Furnish, install, remove, repair, or replace chain link fence and gates. Furnish certification from the chain link fence materials manufacturer stating
More informationFOR SERVICE BOXES IN CONCRETE DRIVEWAYS, SEE NOTE Min. COVER UNDER DITCHES. 600 Min. COVER
WOOD SERVICE MARKER STAKE (50 x 00) PAINTED BLUE PL mm FROM PROPERTY LINE STANDARD CONCRETE SERVICE BOX WITH EXTENSION AS REQ'D 00 FINISHED GROUND/ROAD SURFACE FOR SERVICE BOXES IN CONCRETE DRIVEWAYS,
More informationEXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS
CONTRACT NUMBER: IFB-8-B006 ARCHITECT / ENGINEER : HURST-ROSCHE, INC. NO. LINOIS 62203 (68) 398-0890 -7 E. RANDLE ST./ N. FRITZ ST. 402 CHERRY ST., 404-406 ST. LOUIS ST. 502-506 DEE ST. 50-505 PLUM ST.
More information1 PREPARATIONS. T2000 INSTALLATION GUIDE
1 PREPARATIONS. A) ALL COMPONENTS FOR INSTALLATION. Check all components are correct and on hand for your par4cular channel sec4on trench layout and installa4on including: CHANNELS (correct sec4ons for
More information24" Dia. 36" Dia. WE BUILD CONFIDENCE
WE BUILD CONFIDENCE WE BUILD CONFIDENCE PRECAST STRUCTURES SERVE AS KEY COMPONENTS OF OUR UTILITY AND TRANSPORTATION INFRASTRUCTURE. AND MAKING THE INDUSTRY S BEST PRECAST PRODUCTS TAKES DEDICATION, ATTENTION
More informationSHADOWBOX INSTALLATION FOR: Standard 6 H x 8 W Shadowbox Fence 5 x 5 Routed Posts Dog Ear or Straight-Edge Pickets 1.75 x 3.5 Rail
SHADOWBOX INSTALLATION FOR: Standard 6 H x 8 W Shadowbox Fence 5 x 5 Routed Posts Dog Ear or Straight-Edge Pickets 1.75 x 3.5 Rail Storage and Handling Fence Preparation and Layout Locate and Set Posts
More informationSafe and secure Dero
B I K E D E P OT Safe and secure Whether the project is at a transit station, university campus, or residential building, the Bike Depot s modular design lets customers easily build out to meet their space
More informationModel CB Embedded References
Model CB Embedded References Typical Applications Bridge decks and substructures, parking garages, docks and buildings Featuring Long term reliability with thermodynamically stable saturated gelled Ag/AgCl
More informationThis specification describes the minimum requirements for service water piping systems (ie: cooling water, process water, etc.), located on surface.
SPEC-3500 1/9 1.0 PURPOSE This specification describes the minimum requirements for service water piping systems (ie: cooling water, process water, etc.), located on surface. Note: This specification does
More information