RICHFIELD CITY CONSTRUCTION STANDARDS · 1535 South 100 West Richfield, UT 84701 Ph. 435-896-8266...

RICHFIELD CITY

CONSTRUCTION STANDARDS

REVISED OCTOBER 2015

Jones & DeMille Engineering, Inc.

[0711-211]

1535 South 100 West Richfield, UT 84701 Ph. 435-896-8266 Fax 435-896-8268

1675 South Highway 10 Price, UT 84501 Ph. 435-637-8266 Fax 435-637-8268

Richfield City 1 Construction Standards

RICHFIELD CITY CONSTRUCTION STANDARDS

The following standards shall apply to the design and construction of public works improvements for subdivisions and other developments within the Richfield City limits.

A. Current (2007) edition of the Manual of Standard Specifications published by the Utah Chapter of the American Public Works Association (APWA) with the following modifications:

1. Current amendments published by the Utah Chapter of the APWA. 2. References to OWNER shall mean Richfield City and references to ENGINEER

shall mean Richfield City’s engineer. 3. Delete Document 00 72 00 – General Conditions. 4. Delete Section 01 11 00 – Summary of Work. 5. Delete Section 01 24 00 – Value Analysis. 6. Modify Section 01 25 00 – Product Options and Substitutions as follows:

a) Article 1.1 Section Includes – delete paragraph B. b) Article 1.2 Definitions – delete paragraph B and its subparagraphs, and

replace with the following: No substitutions are allowed. c) Delete Articles 1.3 through 1.7.

7. Delete Section 01 26 00 – Contract Modification Procedure. 8. Delete Section 01 29 00 – Payment Procedure. 9. Modify Section 01 31 19 – Preconstruction Conference as follows:

a) Article 1.2 Preconstruction Conference, paragraph B – delete subparagraphs 2 and 4.

b) Article 1.2 Preconstruction Conference, paragraph C – delete subparagraph 3 and delete “and Change Orders” at end of subparagraph 6.

10. Delete Section 01 31 20 – Partnering. 11. Delete Section 01 32 16 – Progress Schedule and replace with Supplemental

Specification indicated below. 12. Modify Section 01 35 10 – Acceptance as follows:

a) Article 1.3 Acceptance – add paragraph E as follows: Acceptance testing will govern over quality control testing performed by Contractor. Acceptance testing does not relieve Contractor of responsibility for providing adequate quality control measures.

13. Modify Section 01 43 40 – Resident Superintendent as follows: a) Article 1.2 Qualifications – delete paragraph D.

14. Modify Section 01 45 00 – Quality Control as follows: a) Part 1 General – add article 1.8 as follows:

1.8 COORDINATE CONSTRUCTION STANDARDS A. Supplementary documents are essential parts of the construction standards and requirements occurring in one are binding as though occurring in all.


B. Governing ranking in case of discrepancy is: 1. Information: a. Project Construction Drawings and Specifications b. Supplemental Specifications c. Supplemental Drawings d. APWA Standard Specifications e. APWA Standard Drawings 2. Dimensions: a. Plan b. Calculated c. Scaled C. Notify Owner and Engineer promptly of any omissions or errors in contract so that necessary corrections and interpretations can be made.

15. Modify Section 01 55 26 – Traffic Control as follows: a) Article 1.3 Submittals – change paragraph A to read as follows: Traffic

control plan at least 10 days prior to starting work. b) Article 2.1 Pavement Markings, Signs, Barricades – change paragraph A

to read as follows: MUTCD. 16. Delete Section 01 64 00 – Owner-Furnished Products. 17. Modify Section 01 78 50 – Closeout Procedures as follows:

a) Article 1.5 Closeout Submittals, paragraph C – delete reference to Document 00 72 00.

b) Article 1.5 Closeout Submittals - delete paragraph D. 18. Modify Section 03 30 05 – Concrete Testing as follows:

a) Article 1.6 Acceptance – delete subparagraph B.2. b) Article 3.2 Cast-in-Place Products – delete paragraph D. and H.

19. Modify Section 26 05 34 – Electrical Boxes and Fittings as follows: a) Article 2.3 Junction and Pull Boxes – delete paragraph B and replace with

the following: Buried Type: Polymer concrete box in accordance with ASTM C857, ASTM G154, ASTM D635 and ASTM D570. Coatings not required. Minimum size 15 inch wide by 25 inch long by 24 inch depth.

20. Modify Section 26 29 13 – Motor Controller as follows: a) Article 1.1 Section Includes, paragraph B – add subparagraph 5 as

follows: Variable-frequency drives. b) Part 2 Products – add article 2.7 as follows:

2.7 Variable-Frequency Drives: A. Variable-frequency drive (VFD), single-phase or three- phase, to adequately start and run motor. B. Provide main breaker, motor overload protection, over- voltage protection, and surge protection. C. Provide Hand-Off-Auto selector switch on cover with green pilot light for run indicator. VFD shall be programmed for all desired pump controls. D. Provide adequate ventilation for VFD case.


21. Modify Section 32 12 03 – Paving Asphalt as follows:

a) Part 2 Products – delete article 2.2. 22. Modify Section 32 12 05 – Asphalt Concrete as follows:

a) Article 2.1 – Paving Asphalt – delete paragraph A and replace with the following: Asphalt: Performance graded asphalt binder in accordance with Section 32 12 03.

b) Article 2.4 – Mix Design, paragraph A, - delete subparagraph 1.a and replace with the following: PG58-22: Light traffic pavement.

c) Article 2.4 – Mix Design, paragraph A, - delete subparagraph 1.b and replace with the following: PG58-22 or PG 64-34: Medium traffic pavement.

23. Delete Section 32 12 06 – Superpave. 24. Modify Section 33 05 03 – Copper Pipe as follows:

a) Article 2.2 Connections, paragraph A – delete “Flared”. 25. Modify Section 33 05 05 – Ductile Iron Pipe as follows:

a) Article 2.1 Pipe and Fittings, paragraph A – delete subparagraph 6. b) Article 2.2 Coverings, paragraph A – delete and replace with the

following: Buried Mechanical Joints: In areas with high water table, use stainless steel bolts and nuts.

26. Modify Section 33 05 06 – Polyethylene Pipe as follows: a) Article 2.1 Smooth Wall Pipe Systems - add paragraph E as follows:

E. High density polyethylene pipe, in accordance with NSF-14 and AWWA C901. 1. Iron Pipe Size: ASTM D2239, ¾ and 1 inch services. 2. Copper Tub Size: ASTM D2737, 1.5 and 2 inch services. 3. Working Pressure: 200 pounds per square inch. 4. Color: Blue. 5. Fittings: Bronze, compression fittings.

27. Modify Section 33 05 07 – Polyvinyl Chloride Pipe as follows: a) Article 2.2 Pressure Pipe Systems, paragraph A – delete and replace with

the following: Pipe: Conform to AWWA C900, pressure class 235 psi, DR 18.

28. Modify Section 33 05 20 – Backfilling Trenches as follows: a) Article 2.1 Backfill Materials – add paragraph E as follows: If native

material obtained from excavations is unsuitable for bedding or pipe zone materials and if trench bottom is unsuitable to support pipe, import granular borrow.

b) Article 3.4 Trench above Pipe Zone, paragraph D – add the following: For sewer lines, install identification tape two feet above top of pipe.

c) Article 3.6 Compaction, paragraph A – change subparagraphs 1 and 2, and add 3 through 5 as follows:

1. A-1 soils: Use Modified Proctor Density. 2. Other soils: Use Standard Proctor Density.


3. 96 percent or greater for bedding and pipe zone materials. 4. 96 percent for backfill of trenches in traveled areas. 5. 90 percent for backfill of trenched in non-traveled areas.

29. Modify Section 33 05 23 – Trenchless Utility Installation as follows: a) Add Article 2.4 Casing Spaces with paragraph A as follows: Casing

Spacers: Polyethylene, 8 inches minimum length and heights as needed to fit casing.

b) Article 3.4 Pipe Support in Casing Tunnel, paragraph A – delete and replace with the following: Install casing spacers per manufacturer’s recommendations and as follow. Place casing spacers on each side of pipe joint with distance not to exceed 2 feet. Place casing spacers at intervals not to exceed 8 feet.

c) Article 3.4 Pipe Support in Casing Tunnel, paragraph B – delete and replace with the following: Install cover over end of casing to prevent backfill material from entering casing.

30. Modify Section 33 08 00 – Commissioning of Water Utilities as follows: a) Article 3.6 Pipe Testing Schedule, paragraph F – delete subparagraph 1.

31. Modify Section 33 11 00 – Water Distribution and Transmission as follows: a) Article 1.3 Performance Requirements, paragraph A – delete subparagraphs

1 and 2 and replace with the following: 1. Main Lines: 36 inches minimum and 48 inches maximum. 2. Service lines: 30 inches minimum and 36 inches maximum.

b) Article 2.6 Tapping Saddles, paragraph A – add the following: Provide nylon coated saddle with full support around pipe circumference and 2 inch minimum bearing width. Do not use u-bolt type strap or type with lugs which dig into pipe.

c) Article 2.7 Service Connection, paragraph A – add the following: Do not use flared fittings.

d) Article 2.7 Service Connection, add paragraph B – as follows: Polyethylene pipe; Section 33 05 06 with compression fittings in accordance with AWWA C800.

e) Article 2.8 Accessories, paragraph A – add the following: In areas with high water table, use stainless steel bolts and nuts.

f) Article 2.8 Accessories – add paragraph H as follows: Tracer Wire: 14 AWG solid, Type UF, copper conductor with PVC insulation, suitable for direct burial and rated for 600 volts. Blue colored insulation to meet color code standard for identification of buried utilities. For splices, use direct bury, waterproof wire connector.

g) Article 3.4 Installation – Pipe and Fitting, paragraph A – delete subparagraph 2.

h) Article 3.4 Installation – Pipe and Fitting – delete paragraph H and replace with the following: Tracer Wire: Install tracer wire continuous below spring line of pipe. Install tracer wire with PVC main lines, PVC fire hydrant lines and polyethylene service lines. Wrap tracer wire around fire hydrant above ground, extend loop to top of valve boxes, and wrap around meter setter. Where there is existing tracer wire, connect new tracer wire


to existing tracer wire. If splices are required, make watertight connections.

i) Article 3.6 Installation – Valves and Valve Boxes, paragraph A – delete subparagraph 4.

j) Article 3.7 Installation – Taps – delete paragraph E and replace with the following: In areas with high water table, use stainless steel bolts and nuts.

k) Article 3.8 Installation – Service Lines, paragraph B – delete subparagraph 5 and replace with the following: For copper- to- copper connections use brass compression coupling.

l) Article 3.9 Installation – Water Main Loop (Syphon) – delete paragraph D.

m) Article 3.10 Backfilling, paragraph A, subparagraph 1 – delete reference to brass wedge installations.

32. Modify Section 33 12 16 – Water Valves as follows: a) Article 2.1 Valves – General, paragraph A, subparagraph 2 – delete first

sentence and replace with the following: Use mechanical joint ends unless indicated otherwise.

b) Article 2.1 Valves – General – add paragraph I as follows: In areas with high water table, provide stainless steel bolts for bolts on valves exposed to soil.

33. Modify Section 33 12 19 – Hydrants as follows: a) Article 2.1 Dry-Barrel Fire Hydrant, paragraph A – add subparagraph 11

as follows: In areas with high water table, provide stainless steel bolts for bolts on hydrants exposed to soil.

b) Article 2.2 Pipe and Fittings, paragraph A – add the following: In areas with high water table, use stainless steel bolts and nuts.

c) Article 3.2 Installation – delete paragraph B and replace with the following: Install so bottom of hydrant base flange is 4 to 6 inches above finish grade.

d) Article 3.2 Installation – delete paragraph F. 34. Modify Section 33 12 33 – Water Meter as follows:

a) Article 2.3 Service Line, Valves, and Fittings, paragraph C – add the following: Provide 15 inch height with ball valve inlet and dual check valve outlet.

b) Article 2.3 Service Line, Valves, and Fittings - delete paragraph E and replace with the following: Provide bypass for 1.5 and 2 inch meters.

35. Modify Section 33 13 00 – Disinfection as follows: a) Article 3.2 Disinfection of Water Lines, paragraph D – add the following:

Take sample from every 1,200 feet of pipe line and every branch. 36. Modify Section 33 31 00 – Sanitary Sewerage Systems as follows:

a) Article 2.3 Manholes – delete paragraph B and replace with the following: Steps: Fiberglass or steel encased by copolymer polypropylene, placed at 12 inches on center vertically, set into manhole wall.

b) Article 2.3 Manholes – delete paragraph C and replace with the following: Tope: Eccentric cone. Eccentric flat slab concrete deck allowed only with ENGINEER’S permission.


c) Article 3.3 Installation – Manholes, paragraph D – replace “1/2 inch” with ¼ inch.

37. Modify Section 33 41 00 – Storm Drainage Systems as follows: a) Article 2.5 Cleanouts and Manholes – delete paragraph B and replace with

the following: Steps: Fiberglass or steel encased by copolymer polypropylene, placed at 12 inches on center vertically, set into manhole wall.

b) Article 2.5 Cleanouts and Manholes – delete paragraph C and replace with the following: Tope: Eccentric cone. Eccentric flat slab concrete deck allowed only with ENGINEER’S permission.

c) Article 2.6 Inlets and Catch Basins, paragraph B – add subparagraph 3 as follows: Provide bicycle safe grate.

B. Current (2007) edition of the Manual of Standard Plans published by the Utah Chapter of the American Public Works Association (APWA) with the following modifications:

1. Current amendments published by the Utah Chapter of the APWA. 2. Delete Plan No. 205. Refer to supplemental drawing S-131 and S-132. 3. Delete Plan No. 211 and 213. Refer to supplemental drawing S-134. 4. Delete Plan No. 215, 216 and 221. Refer to supplemental drawing S-151 and S-

152. 5. Delete Plan No. 255 and 256. Refer to supplemental drawing S-182 and S-183. 6. Delete Plan No. 271, 272, 274, and 275. 7. Delete Plan No. 341, 345, 360, 361, 362 and 372. 8. Modify Plan No. 382 as follows:

a) Note 1B; subparagraph 1 – change lift thickness to not exceed 6 inches. b) Note 2; - refer to supplemental drawing S-181 for pipe zone width. c) Delete note 4.

9. Modify Plan No. 402 as follows: a) Delete dust pan. b) Note 6; – locking devices are not required unless indicated otherwise.

10. Delete Plan No. 411, 412, 413, and 431. 11. Delete Plan No. 433. 12. Delete Plan No. 511. Refer to supplemental drawing S-401. 13. Delete Plan No. 521. Refer to supplemental drawing S-403. 14. Delete Plan No. 522. Refer to supplemental drawing S-404. 15. Delete Plan No. 523 and 525. Refer to supplemental drawing S-405. 16. Delete Plan No. 541. Refer to supplemental drawing S-406. 17. Delete Plan No. 551 and 552. 18. Delete Plan No. 561 and 562. Refer to supplemental drawing S-421, 422 and 423. 19. Delete Plan No. 574. Refer to supplemental drawing S-187. 20. Delete Plan No. 575 and 593. 21. Plan No. 710 through 742; – these plans are superseded by and supplemental to

Rocky Mountain Power requirements and Richfield City Residential Subdivision Street lighting Standard and Commercial Street Lighting Standard.


C. Supplemental Specifications (see attachments): 1. Section 01 32 16(S) – Progress Schedule

D. Supplemental Drawings (see attachments):

1. S-101 Street Section – 100’ Width 2. S-102 Street Section - 90' Width 3. S-103 Street Section - 80' Width (No On-Street Parking) 4. S-104 Street Section - 80' Width (With On-Street Parking) 5. S-105 Street Section - 66' Width (With On-Street Parking) 6. S-106 Street Section - 66' Width (No On-Street Parking) 7. S-107 Street Section - 60' Width 8. S-108 Street Section - 50' Width 9. S-121 Standard Cul-De-Sac Detail 10. S-122 Temporary Turnaround At End Of Subdivision Phases 11. S-123 Standard Intersection, Utility & Signing Location Detail (w/ No Planter

Strip) 12. S-124 Standard Intersection, Utility & Signing Location Detail (w/ Planter

Strip) 13. S-131 Type B1 Curb & Gutter Detail 14. S-132 Type B2 Curb & Gutter Detail (Water Bearing) 15. S-133 Curb & Gutter Tapered End Detail 16. S-134 Concrete Cross Gutter Detail 17. S-141 Concrete Sidewalk Against Curb 18. S-142 Concrete Sidewalk With Planter Strip 19. S-151 Drive Depression & Transition Details 20. S-152 Drive Depression & Transition Details 21. S-161 Corner Curb Ramp (W/ Out Planter Strip) 22. S-162 Corner Curb Ramp (W/ Planter Strip) 23. S-163 Perpendicular Curb Ramp Detail (W/ Planter Strip) 24. S-164 Perpendicular Curb Ramp Detail 25. S-165 Parallel Curb Ramp Detail 26. S-166 Detectable Warning Surface & Slope Table 27. S-171 Standard Concrete Joints 28. S-172 Standard Pavement Edge Detail 29. S-173 Standard Expansion Joint Around Objects 30. S-181 Standard Utility Trench Detail 31. S-182 Utility Trench With Flowable Fill (Not Used) 32. S-183 Standard Roadway Repair Detail 33. S-184 Standard Street Sign & Post Detail 34. S-185 Standard Stop Sign & Post Detail 35. S-186 Standard Manhole Concrete Collar Detail 36. S-187 Standard Valve Concrete Collar Detail 37. S-211 Residential Subdivision Street Lighting Standard 38. S-212 Commercial Street Lighting Standard 39. S-301 Standard Sewer Manhole Detail 40. S-302 Standard Sewer Drop Manhole Detail


41. S-303 Standard Sewer Service Connection Detail 42. S-304 Standard Sewer Cleanout Detail 43. S-311 Standard Utility Line Crossing Detail 44. S-351 Standard Catch Basin Detail 45. S-352 Standard Junction Box Detail 46. S-353 Standard Storm Drain Manhole Detail 47. S-354 Standard Dry Well Detail 48. S-401 Standard Fire Hydrant Detail 49. S-402 Standard Gate Valve Detail 50. S-403 Meter Box Detail (3/4" To 1" Meters) 51. S-404 Meter Box Detail (1 ½” To 2” Meters) 52. S-405 Meter Box Detail (3" To 6" Meters) 53. S-406 Standard Water Service Connection Detail 54. S-421 Standard Thrust Blocks 55. S-422 Standard Thrust Blocks (Con't) 56. S-423 Standard Restrained Joints

E. Subdivision Development Agreement – The Developer shall execute Richfield City’s

Subdivision Development Agreement prior to starting work. (See attachment.)

F. Guidance for Selection of Construction Materials – The following is a list of typical construction materials for public works projects. This list is not comprehensive. Projects may vary in scope, and engineering judgment should be used to select materials for construction. Consult with Richfield City’s staff and engineer during project design.

1. Plant-Mix Asphalt Paving: a) Asphalt: For residential traffic areas use PG58-22 and for commercial,

industrial or other heavy truck traffic areas use PG64-34. b) Aggregate: ½ inch maximum gradation (DM-1/2) or ¾ inch (DM-3/4) for

commercial, industrial or heavy truck areas. c) Mix Design: Marshall Method.

2. Culinary Water: a) Main Lines: Ductile Iron or AWWA C900 PVC. b) Service Lines: Copper or high density polyethylene.

3. Sewer: a) Mains and Service Lines: PVC. b) Manholes: Precast concrete at 250 feet spacing.

4. Pipe Culverts: corrugated steel with zinc coating. 5. Storm Drain:

a) Pipe: PVC or corrugated polyethylene with smooth interior. b) Inlet and Junction Structures: Cast-in-place or precast concrete. c) Manholes: Precast concrete.


G. Encroachment Permit: Prior to cutting any paved street, the developer shall obtain an encroachment permit from Richfield City. The street shall be repaired in accordance with Richfield City’s Construction Standards. At the completion of the construction work, the street repair shall be inspected and accepted by Richfield City. Unacceptable work shall be corrected by the developer. (See attached Roadway/Right-of-Way Encroachment Permit.)

SUPPLEMENTAL SPECIFICATIONS

Richfield City 01 32 16(S) Progress Schedule Supplemental Specification (0711-211) Page 1

SECTION 01 32 16(S) PROGRESS SCHEDULE PART 1 GENERAL 1.1 SECTION INCLUDES

A. Requirements for preparing and submitting construction progress schedule.

1.2 TYPE OF SCHEDULE

A. CONTRACTOR’s choice. 1.3 SUBMITTALS

A. Prior to construction, submit preliminary progress schedule.

B. During construction submit: 1. Updated progress schedule on monthly basis. 2. Promptly deliver to ENGINEER and OWNER.

1.4 CONTENT OF SCHEDULE

A. Title Block: show on each page: 1. Project title and CONTRACTOR’s name. 2. Date of submittal, revision number, and page number. 3. Legend of symbols, codes and abbreviations.

B. Activities: Show complete sequence of construction activity networks with

starting and ending time for all activities, in no less than weekly divisions. Provide complete sequence of construction by activity.

PART 2 PRODUCTS

Not Used. PART 3 EXECUTION

Not Used. END OF SECTION

SUPPLEMENTAL DRAWINGS

Richfield City Supplemental Drawings

SECTION 100 - Roadwork & Miscellaneous S-101 STREET SECTION - 100' WIDTH S-102 STREET SECTION - 90' WIDTH S-103 STREET SECTION - 80' WIDTH (No On-Street Parking) S-104 STREET SECTION - 80' WIDTH (With On-Street Parking) S-105 STREET SECTION - 66' WIDTH (With On-Street Parking) S-106 STREET SECTION - 66' WIDTH (No On-Street Parking) S-107 STREET SECTION - 60' WIDTH S-108 STREET SECTION - 50' WIDTH S-121 STANDARD CUL-DE-SAC DETAIL S-122 TEMPORARY TURNAROUND AT END OF SUBDIVISION PHASES S-123 STANDARD INTERSECTION, UTILITY & SIGNING LOCATION DETAIL (w/ NO PLANTER STRIP) S-124 STANDARD INTERSECTION, UTILITY & SIGNING LOCATION DETAIL (w/ PLANTER STRIP) S-131 TYPE B1 CURB & GUTTER DETAIL S-132 TYPE B2 CURB & GUTTER DETAIL (WATER BEARING) S-133 CURB & GUTTER TAPERED END DETAIL S-134 CONCRETE CROSS GUTTER DETAIL S-141 CONCRETE SIDEWALK AGAINST CURB S-142 CONCRETE SIDEWALK WITH PLANTER STRIP S-151 DRIVE DEPRESSION & TRANSITION DETAILS S-152 DRIVE DEPRESSION & TRANSITION DETAILS S-161 CORNER CURB RAMP (w/ OUT PLANTER STRIP) S-162 CORNER CURB RAMP (w/ PLANTER STRIP) S-163 PERPENDICULAR CURB RAMP DETAIL (w/ PLANTER STRIP) S-164 PERPENDICULAR CURB RAMP DETAIL S-165 PARALLEL CURB RAMP DETAIL S-166 DETECTABLE WARNING SURFACE & SLOPE TABLE S-171 STANDARD CONCRETE JOINTS S-172 STANDARD PAVEMENT EDGE DETAIL S-173 STANDARD EXPANSION JOINT AROUND OBJECTS S-181 STANDARD UTILITY TRENCH DETAIL S-182 N/A S-183 STANDARD ROADWAY REPAIR DETAIL S-184 STANDARD STREET SIGN & POST DETAIL

S-185 STANDARD STOP SIGN & POST DETAIL S-186 STANDARD MANHOLE CONCRETE COLLAR DETAIL S-187 STANDARD VALVE CONCRETE COLLAR DETAIL

SECTION 200 - Street Lighting S-211 RESIDENTIAL SUBDIVISION STREET LIGHTING STANDARD & FEES S-212 COMMERCIAL STREET LIGHTING STANDARD & FEES SECTION 300 – Sewer SANITARY S-301 STANDARD SEWER MANHOLE DETAIL S-302 STANDARD SEWER DROP MANHOLE DETAIL S-303 STANDARD SEWER SERVICE CONNECTION DETAIL S-304 STANDARD SEWER CLEANOUT DETAIL S-311 STANDARD UTILITY LINE CROSSING DETAIL STORM S-351 STANDARD CATCH BASIN DETAIL S-352 STANDARD JUNCTION BOX DETAIL S-353 STANDARD STORM DRAIN MANHOLE DETAIL S-354 STANDARD DRY WELL DETAIL SECTION 400 – Water CULINARY S-401 STANDARD FIRE HYDRANT DETAIL S-402 STANDARD GATE VALVE DETAIL S-403 METER BOX DETAIL (3/4" TO 1" METERS) S-404 METER BOX DETAIL (1 ½” TO 2” METERS) S-405 METER BOX DETAIL (3" TO 6" METERS) S-406 STANDARD WATER SERVICE CONNECTION DETAIL S-421 STANDARD THRUST BLOCKS S-422 STANDARD THRUST BLOCKS (CON'T) S-423 STANDARD RESTRAINED JOINTS

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T.M.J. 01-05 3/26/2010S-142

_1stndrd-ir2800.ctb

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S-1510711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-151

_1stndrd-ir2800.ctb

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S-1520711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-152

_1stndrd-ir2800.ctb

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S-1610711-211

NONEL.G. 01-05

T.M.J. 01-05 3/29/2010S-161

_1stndrd-ir2800.ctb

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S-1620711-211

NONEL.G. 01-05

T.M.J. 01-05 5/22/2014S-162

_1stndrd-ir2800.ctb

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S-1630711-211

NONEL.G. 01-05

T.M.J. 01-05 4/2/2010S-163

_1stndrd-ir2800.ctb

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S-1640711-211

NONEL.G. 01-05

T.M.J. 01-05 4/2/2010S-164

_1stndrd-ir2800.ctb

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S-1650711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-165

_1stndrd-ir2800.ctb

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S-1660711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-166

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S-1710711-211

NONEL.G. 01-05

T.M.J. 01-05 5/21/2010S-171

_1stndrd-ir2800.ctb

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S-1720711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-172

_1stndrd-ir2800.ctb

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S-1730711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-173

_1stndrd-ir2800.ctb

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S-1810711-211

NONEL.G. 01-05

T.M.J. 01-05 10/2/2015S-181

_1stndrd-ir2800.ctb

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S-1830711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-183

_1stndrd-ir2800.ctb

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S-1840711-211

NONELG/KC 01-05

T.M.J. 01-05 5/22/2014S-184

_1stndrd-ir2800.ctb

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S-1850711-211

NONEL.G. 01-05

T.M.J. 01-05 5/22/2014S-185

_1stndrd-ir2800.ctb

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S-1860711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-186

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S-1870711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-187

_1stndrd-ir2800.ctb

Shannon

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Shannon

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S-211

Shannon

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S-212

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SEWER - SANITARY

S-3010711-211

NONEL.G. 01-05

J.F.S. 01-05 3/26/2010S-301

_1stndrd-ir2800.ctb

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SEWER - SANITARY

S-3020711-211

NONEL.G. 01-05

J.F.S. 01-05 3/26/2010S-302

_1stndrd-ir2800.ctb

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SEWER - SANITARY

S-3030711-211

NONEL.G. 01-05

T.M.J. 01-05 5/22/2014S-303

_1stndrd-ir2800.ctb

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SEWER - SANITARY

S-3040711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-304

_1stndrd-ir2800.ctb

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SEWER - SANITARY

S-3110711-211

NONEL.G. 01-05

J.F.S. 01-05 3/26/2010S-311

_1stndrd-ir2800.ctb

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STORM - SEWER

S-3510711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-351

_1stndrd-ir2800.ctb

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SEWER - STORM

S-3520711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-352

_1stndrd-ir2800.ctb

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S-3530711-211

NONEL.G. 01-05

J.F.S. 01-05 3/26/2010S-353

_1stndrd-ir2800.ctb

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SEWER - STORM

S-3540711-211

NONEL.G. 01-05

J.F.S. 01-05 3/26/2010S-354

_1stndrd-ir2800.ctb

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WATER - CULINARY

S-4010711-211

NONEL.G. 01-05

J.F.S. 01-05 3/26/2010S-401

_1stndrd-ir2800.ctb

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WATER - CULINARY

S-4020711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-402

_1stndrd-ir2800.ctb

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WATER - CULINARY

S-4030711-211

NONEL.G. 05-09

B.R.B. 05-09 3/26/2010S-403

_1stndrd-ir2800.ctb

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WATER - CULINARY

S-4040711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-404

_1stndrd-ir2800.ctb

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WATER - CULINARY

S-4050711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-405

_1stndrd-ir2800.ctb

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WATER - CULINARY

S-4060711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-406

_1stndrd-ir2800.ctb

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WATER - CULINARY

S-4210711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-421

_1stndrd-ir2800.ctb

UPDATE:LAST

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WATER - CULINARY

S-4220711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-422

_1stndrd-ir2800.ctb

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S-4230711-211

NONEL.G. 01-05

T.M.J. 01-05 3/26/2010S-423

_1stndrd-ir2800.ctb

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