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North Clackamas Revitalization Area
Clackamas County Service District No. 1
Tri-City Service District
Surface Water Management Agency of Clackamas County
Contact Us
About WES
Calendar
Outreach & Education
Rules & Specifications
Bids & RFPs
Forms
Frequently Asked Questions
North Clackamas Revitalization Area
Clackamas County Service District No. 1
Tri-City Service District
Surface Water Management Agency of Clackamas County
Standard Sewer Specifications
Table of Contents
APRIL, 1981
REVISED September 1994
- 1-A Scope
- 1-B Materials
- 1-B-1 Trench Excavation
- (a) Common Excavation
- (b) Rock Excavation
- (c) Boulder Removal
- 1-B-2 Trench Backfill
- (a) Foundation Stabilization
- (b) Crushed Gravel Pipe Base
- (c) Gravel for Trench Backfill
- (d) Bituminous Cements
- (e) Asphaltic Concrete
- (f) Crushed Gravel
- (g) Controlled Density Fill
- 1-B-1 Trench Excavation
- 1-C Workmanship
- 1-C-1 Clearing the Right-of-Way
- 1-C-2 Obstructions
- 1-C-3 Asphaltic Concrete Pavement Removal and Replacement
- 1-C-4 Blasting
- 1-C-5 Trench Width
- 1-C-6 Grade
- 1-C-7 Shoring, Sheeting and Grading of Trenches
- 1-C-8 Location of the Excavated Materials
- 1-C-9 Removal of Water
- 1-C-10 Foundation Stabilization
- 1-C-11 Trench Backfill at Pipe Zone
- 1-C-12 Trench Backfill Compaction
- 1-C-13 Trench Backfill above Pipe Zone
- (a) Class "A" Backfill
- (b) Class "B" Backfill
- (c) Class "C" Backfill
- (d) Class "D" Backfill
- 1-C-14 Excess Excavated Material
- 1-C-15 Rock Excavation
- 1-C-16 Controlled Density Fill
- 1-D Measurement and Payment
- 1-D-1 Clearing and Grubbing
- 1-D-2 Trench Excavation and Backfill
- 1-D-3 Foundation Stabilization
- 1-D-4 Asphaltic Concrete Pavement Replacement
- 1-D-5 Rock Excavation
- 1-D-6 Boulder Removal
- 1-D-7 Controlled Density Fill
SECTION 2 SEWER PIPE INSTALLATION
- 2-A Scope
- 2-B Materials
- 2-B-1 PVC Sewer Pipe
- (a) Pipe Requirements
- (b) Installation Requirements
- (c) Use Restrictions
- 2-B-2 Concrete Pipe and Fittings
- 2-B-3 Ductile Iron Pipe and Fittings
- 2-B-1 PVC Sewer Pipe
- 2-C Workmanship
- 2-C-1 Preparation of Trench
- (a) Crushed Gravel Pipe Base
- (b) Bell Holes
- (c) Removal of Water
- 2-C-2 Preparation of Sewer Pipe
- 2-C-3 Laying and Jointing Pipe and Fittings
- (a) Line and Grade
- (b) Sewer Installation
- (1) Main Sewers
- (2) Service Connections
- (c) Testing of Sewer Pipe
- (1) General
- (2) Testing Procedures
- (3) Acceptance of Test
- (4) Safety Provisions
- (5) Alternate Water Exfiltration Test
- (6) Other Test Allowances
- (7) Manhole Water Test Allowances
- (8) Manhole Vacuum Test
- (9) Subsequent Failure
- (d) Waterline Crossings
- 2-C-1 Preparation of Trench
- 2-D Measurement and Payment
- 2-D-1 Sewer Pipe and Crushed Gravel Pipe Base
- 2-D-2 Service Connection Tees and Wyes
SECTION 3 MANHOLE AND CLEANOUT CONSTRUCTION
- 3-A Scope
- 3-B Materials
- 3-B-1 Concrete
- 3-B-2 Precast Manhole Sections
- 3-B-3 Precase Concrete Bases
- 3-B-4 Mortar
- 3-B-5 Manhole Extensions
- 3-B-6 Special Fittings
- 3-B-7 Manhole and Cleanout Frames and Covers
- 3-B-8 Manhole Steps
- 3-B-9 Manhole Blockouts
- 3-C Workmanship
- 3-C-1 Concrete Base
- 3-C-2 Placing Precast Manhole Sections
- 3-C-3 Manhole Inverts
- 3-C-4 Manhole and Cleanout Rings and Covers
- 3-C-5 Manhole Extensions
- 3-C-6 Drop Manholes
- 3-C-7 Cleanouts
- 3-D Measurement and Payment
- 3-D-1 Standard and Drop Manholes
- 3-D-2 Cleanouts
SECTION 4 LAWNS AND GRASS RESTORATION ON EASEMENTS
- 4-A Scope
- 4-B Materials
- 4-B-1 Fertilizer (Grass Areas)
- 4-B-2 Fertilizer (Lawn Areas)
- 4-B-3 Straw Mulch
- 4-B-4 Seed
- 4-C Workmanship
- 4-C-1 Seeding
- 4-C-2 Soil Preparation
- 4-C-3 Seeding and Fertilizing (Grass Areas)
- 4-C-4 Seeding and Fertilizing (Lawn Areas)
- 4-C-5 Mulching and Protection
- 4-C-6 Maintenance Period
- 4-C-7 Maintenance Operations (Lawn Areas)
- 4-C-8 Maintenance Operations (Grass Areas)
- 4-C-9 Grass and Lawn Guarantee
- 4-D Payment
- 4-D-1 Grass
- 4-D-2 Lawns
LIST OF DETAIL DRAWINGS
| Description of Drawing | File Name |
| Class "A" Excavation & Backfill | san-001 PDF AUTOCAD |
| Class "B" Excavation & Backfill | san-002 PDF AUTOCAD |
| Class "C" Excavation & Backfill | san-003 PDF AUTOCAD |
| Class "D" Excavation & Backfill | san-004 PDF AUTOCAD |
| AC Pavement Replacement | san-005 PDF AUTOCAD |
| Typ. Concrete Anchor Block | san-006 PDF AUTOCAD |
| Typical Manhole | san-007 PDF AUTOCAD |
| Typical Flattop Manhole | san-008 PDF AUTOCAD |
| Typical Drop Manhole | san-009 PDF AUTOCAD |
| Secure Manhole Detail | san-010 PDF AUTOCAD |
| Precast Manhole Base | san-011 PDF AUTOCAD |
| Flexible Manhole Connection | san-012 PDF AUTOCAD |
| Precast Ring Extension | san-013 PDF AUTOCAD |
| Typ. Manhole - 24" TP 48" Pipe | san-014 PDF AUTOCAD |
| Falls Less Than 2" | san-015 PDF AUTOCAD |
| Channel Intersection | san-016 PDF AUTOCAD |
| Building Sewer | san-017 PDF AUTOCAD |
| Clean Out | san-018 PDF AUTOCAD |
| Service Connection into Manholes | san-019 PDF AUTOCAD |
| 90 Degree MH Channel | san-020 PDF AUTOCAD |



