6-2026 Provo City Standard Drawing Details.pdf

2026 Provo Standard Drawing Details

(Supplement to the APWA Manual of Standard Plans, 2026)

PREFACE

The primary purpose of this document is to clearly define the current engineering standards to be used in Provo City. Provo City has adopted the 2026 APWA Manual of Standard Plans, however, while the

City recognizes the extensive effort that APWA has executed to create a document that can be widely used across many municipalities, there are specific differences between many APWA standards and

Provo City Standards. This document serves to identify any modifications to or replacement of APWA

Specifications and Manual of Standard Plans.

Provo City has modified some of the APWA Specifications to reflect local requirements. The following modified specifications have been included as a part of this document:

Section 01 55 26M – Traffic Control

Section 31 05 13M – Common Fill

Section 32 16 13M – Driveway, Sidewalk, Curb, Gutter

Section 33 05 05M – Ductile Iron Pipe

Section 33 11 00M – Water Distribution and Transmission

The structure of the remainder of this document follows the same basic structure of the APWA Manual of Standard Plans Table of Contents; however, there are some differences. Following is an explanation of the structure of this document:

1. Numbering – The plan numbers listed refer to the APWA plan number. A plan number having a prefix of “P-” means that the APWA plan has been modified or replaced by the Provo City

Standard included as part of this document. The Provo City Standard drawing may replace more than one APWA drawing. In this case the P drawing number may not match the APWA number.

2. Description – The title of the plan with reference to the accepted plan, shown in parentheses.

a. (APWA Plan ###) indicates that the APWA plan is accepted in its entirety.

b. (Provo Standard Detail) indicates that the APWA drawing has been completely replaced by a Provo drawing.

c. (Replaced by Provo City Standard Detail P- ###) indicates that the APWA plan has been replaced by a Provo City Standard that replaces multiple APWA plans and the P number does not match the APWA number.

d. (Do Not Use) indicates that the APWA plan is not typically used in Provo City. The specified plan may be used in Provo City only after written consent is granted from the

Public Works Director or his/her designee.

This document is intended to be altered periodically to ensure that the most current Provo City

Standards are available for public use. This document will be revised and published on the City’s web site annually, during the first week of January.

TABLE OF CONTENTS

PROVO CITY SPECIFICATIONS

DIVISION 01- GENERAL REQUIREMENTS

01 34 00S Required Permit Material Submittals 01 55 26M Traffic Control

DIVISION 31- EARTH WORK

31 05 13M Common Fill

DIVISION 32- EXTERIOR IMPROVEMENTS

32 16 13 M Driveway, Sidewalk, Curb, Gutter

DIVISION 33- UTILITIES

33 05 05M Ductile Iron Pipe

33 11 00M Water Distribution and Transmission

33 05 14M Utility Grade Adjustment

PROVO CITY STANDARD DETAILS

PART 1 – GENERAL REQUIREMENTS

Contract Closeout

110 Arrow Diagram for Project Close-out (APWA Plan 110)

Erosion Control

P-121 Straw Bale Barrier (Provo Standard Detail)

P-122 Silt Fence (Provo Standard Detail)

P-123 Diversion Dike (Provo Standard Detail)

P-124 Inlet Protection (Provo Standard Detail)

P-124a Gravel Sock (Provo Standard Detail)

P-124b Gravel (Provo Standard Detail)

P-124c Fence or Straw Bale (Provo Standard Detail)

P-125 Equipment and Vehicle Wash Down Area (Provo Standard Detail)

P-126 Stabilized Roadway Entrance (Provo Standard Detail)

PART 2 – ROADWAY

Abbreviations and Symbols

201 Abbreviations and Symbols for Roadways Drawings (APWA Plan 201)

Curb, Gutter, Driveway, Sidewalk

205 Curb and Gutter (APWA Plan 205)

Types A,B,C,D (APWA Plan 205)

Types E,F,G,H (APWA Plan 205)

Type HB30-7 (APWA Plan 205)

206 Curb and Gutter Connection (Do Not Use)

209 Curbs (APWA Plan 209)

211 Waterway (APWA Plan 211)

213 Waterway Transition Structure (APWA Plan 213)

P-215 Dip Driveway Approach (Provo Standard Detail)

216 Mountable Curb Driveway Approach (Do Not Use)

P-221 Flare Driveway Approach (Modification of APWA Plan 221)

P-221a Type A (Provo Standard Detail)

P-221b Type B (Provo Standard Detail)

P-222 Saw-cut Driveway Approach (Provo Standard Detail)

P-223 Storm Drain Inlet From Drive Approach (Provo Standard Detail)

225 Open Driveway Approach (APWA Plan 225)

229 Bridge Driveway Approach (Do Not Use)

Approach (Do Not Use)

Tie-In (Do Not Use)

231 Sidewalk (Provo Standard Detail)

232 Patterned Concrete (APWA Plan 232)

Park Strip (APWA Plan 232)

Crosswalk (APWA Plan 232)

235 Corner Curb Cut Assembly (APWA Plan 235)

Turning Space at Sidewalk Level (APWA Plan 235)

Turning Space Between Sidewalk and Street Levels (APWA Plan 235)

Corner Curb Cut Assembly – Turning Space at Street Level (APWA Plan 235)

Corner Curb Cut Assembly – No Turning Space (APWA Plan 235)

236 Midblock Curb Cut Assembly (APWA Plan 236)

Turning Space at Sidewalk Level (APWA Plan 236)

Turning Space Between Sidewalk and Street Levels (APWA Plan 236)

Turning Space at Street Level (APWA Plan 236)

237 Island and Median (APWA Plan 237)

P-238 Detectable Warning Surface (Provo Standard Detail)

241 Parking Meter Post (AWPA Plan 241)

242 Form Strip Filler (APWA Plan 242)

Roadways

245 Subgrade Stabilization (APWA Plan 245)

251 Asphalt Concrete Pavement Tie-In (APWA Plan 251)

252 Curb and Gutter Replacement Without Pavement Tie-In (Do Not Use)

253 Asphalt Concrete Pavement Overlay (APWA Plan 553)

Edge Mill (APWA Plan 553)

Full Width Mill (APWA Plan 553)

254 Patch Repair – In Place Hot Reused Asphalt Paving (APWA Plan 254)

P-255 Asphalt Concrete T-Patch (Provo Standard Detail)

Shallow Excavation (Replaced)

Deep Excavation (Replaced)

256 Concrete Pavement Patch (APWA Plan 256)

Excavation (APWA Plan 256)

Trench (APWA Plan 256)

P-257 Trenchless Utility Installation (Provo Standard Detail)

P-258 Directional Bore (Provo Standard Detail)

261 Concrete Pavement Joints (APWA Plan 261)

Contact Joints (APWA Plan 261)

Tie-bar Joints (APWA Plan 261)

Dowel Joints (APWA Plan 261)

Typical dowel basket assembly and installation (APWA Plan 261)

Typical isolation joints a street fixture (APWA Plan 261

262 Dowel Bar Retrofit (APWA Plan 262)

265 Crack Sealing (APWA Plan 265)

266 Crack Filling (APWA Plan 266)

Survey

271 Corner and Boundary Markers (APWA Plan 271)

272 Monument Cap and Base (APWA Plan 272)

273 Frame and Cover for Monument (APWA Plan 273)

274 Survey Monument Placement Under Pavements (APWA Plan 274)

275 Cover Collar for Survey Monument (APWA Plan 275)

General

292 Street Name Signpost (APWA Plan 292)

PART 3 – STORM DRAIN

Abbreviations and Symbols

301 Abbreviations and Symbols for Storm Drains (APWA Plan 301)

Low Impact Development

P-301a Rain Garden (Provo Standard Detail)

P-301b Rain Garden in Street Planter (Provo Standard Detail)

P-302 Bioretention Cell (Provo Standard Detail)

P-303 Bioswale (Provo Standard Detail)

P-304 Infiltration Basin (Provo Standard Detail)

P-305 Infiltration Trench (Provo Standard Detail)

P-306 Vegetated Strip (Provo Standard Detail)

Catch Basins, Inlets, Outlets and Hardware

302 30” Frame and Cover (APWA Plan 302)

Type A (APWA Plan 302)

Type B (APWA Plan 302)

303 44” Frame and Cover (APWA Plan 303)

304 48” Frame and Cover (Do Not Use)

305 51” Frame and Cover (Do Not Use)

Cover (Do Not Use)

Frame A (Do Not Use)

Frame B, C, D (Do Not Use)

308 35 ½ ” Grate and Frame (APWA Plan 308)

309 47 ¾ ” Grate and Frame

Vane Grate (APWA Plan 309)

Grid Grate (Do Not Use)

310 48” Grate and Frame (Do Not Use)

P-315a Pre-Cast Curb Face and Inlet Box (Provo Standard Detail)

P-315b Double Pre-Cast Curb Face and Inlet Box (Provo Standard Detail)

P-315c Double Catch Basin – Precast (Provo Standard Detail)

P-315d Double Catch Basin – Cast-in Place (Provo Standard Detail)

P-316 Combination Catch Basin and Clean Out Box (Provo Standard Detail)

(Do Not Use)

317 Curb Face Inlet Box (Do Not Use)

320 Debris Grate Inlet (APWA Plan 320)

321 Backflow Preventer

Flap Gate (Do Not Use)

Pinch Valve (AWPA Plan 321)

322 Curb Face Inlet Box /Bubble Up Box (Provo Standard Detail P-315)

323 Pipe Outfall (APWA Plan 323)

Round with flare (APWA Plan 323)

Elliptical with flare (APWA Plan 323)

Access control rack (APWA Plan 323)

Cleanout Box and Hardware

331 Cleanout Box

Type A (Do Not Use)

Type B (APWA Plan 331)

Type C (APWA Plan 331)

332 Precast Box (APWA Plan 332)

335 Adjust Reinforced Concrete Deck to Grade (APWA Plan 335)

Manhole and Hardware

341 Precast Manhole (APWA Plan 341)

Cast in place base (APWA Plan 341)

Pipe pass through base (APWA Plan 341)

345 Concrete Deck (APWA Plan 345)

360 Raise Frame to Grade (APWA Plan 360)

Grade ring (APWA Plan 360)

Plastic form (APWA Plan 360)

362 Cover Collar for Storm Drains (APWA Plan 362)

Piping

P-372 Area Drain (Provo Standard Detail) Do Not Use

373 Concrete Pier (APWA Plan 373)

P-375 Sump (Provo Standard Detail)

Trenching

381 Trench Backfill (Replaced by Provo City Standard Detail P-255)

382 Pipe Zone Backfill (Replaced by Provo City Standard Detail P-255)

Miscellaneous

P- 390 Lot Grading Plan (Provo Standard Detail)

P- 391 Lot Grading Plan Profiles (Provo Standard Detail)

P-392a Lot Drain Lateral with Drain Pump (Provo Standard Detail)

P-392b Lot Drain Lateral with Gravity Flow (Provo Standard Detail)

P-392c Lot Drain Lateral with Clean-Out (Provo Standard Detail)

P-394 Site Drainage Profile (Provo Standard Detail)

PART 4 – SANITARY SEWER

401 Abbreviations and Symbols for Sewer (Do Not Use)

Manholes and Hardware

402 30” Frame and Cover (APWA Plan 402)

P-411 Sanitary Sewer Manhole (Provo City Standard Detail)

412 Invert Cover (APWA Plan 412)

413 Cover Collar for Sanitary Sewer Manhole (APWA Plan 413)

Piping

P-431a Sewer Lateral Connection (Provo City Standard Detail)

P-431b Sewer Cleanout (Provo Standard Detail)

432 Sewer Lateral Relocation (Do Not Use)

P-436 Sewer Lateral Foam-Seal (Provo Standard Detail)

Liquid Separation Systems

P-441 Grease Trap/Sand/Oil Separator (Provo City Standard Detail)

Trenching

See Provo City Standard Detail P-255 for Trenching Requirements

PART 5 – WATER SYSTEMS

501 Abbreviations and Symbols for Water (Do Not Use)

Concrete Boxes and Hardware

502 27” Frame and Cover (Do Not Use)

503 38” Frame and Double Cover (Do Not Use)

505 Concrete Meter Boxes (Do Not Use)

Fire Hydrants

P-511 Fire Hydrant with Valve (Provo City Standard Detail)

Water Sampling Station

P-512 Sampling Station (Provo City Standard)

Meters

P-521 ¾” and 1” Meter (Provo City Standard Detail)

P-522 1 ½” and 2” Meter (Provo City Standard Detail)

523 3” and 4” Compound Meter with 2” Bypass (Replaced by Provo City Standard Detail P-525)

P-525 6” Compound Meter with 2” Bypass (Provo City Standard Detail)

527 8” Compound Meter with 2” Bypass (Do Not Use)

529 10” Turbo Meter with 6” Turbo Meter and 2” Bypass (Do Not Use)

P-531 Water Meter Manifold (Provo City Standard Detail)

Monitoring Systems

535 Electrolysis Monitoring Station Details (Do Not Use)

Piping

541 Water Service Line (Replaced by Provo City Standard Detail P-521)

542 Water Service Line Loop (Do Not Use)

543 Water Main Loop (Do Not Use)

Style A (Do Not Use)

Style B,C (Do Not Use)

546 Fire Hydrant Replacement or Relocation (Do Not Use)

551 ¾” and 1” Service Taps (Replaced by Provo City Standard Detail P-521)

552 1 ½” and 2” Service Taps (Replaced by Provo City Standard Detail P-522)

Thrust Blocks

561 Direct Bearing Thrust Block (APWA Plan 561)

562 Tie-down Thrust Restraints (APWA Plan 562)

Trenching

See Provo City Standard Detail P-255 for Trenching Requirements

Valves

571 4” Washout Valve (Do Not Use)

572 Detector Check Valve with ¾” Bypass Meter (Do Not Use)

573 6” Pressure Reducing Valve with 2” Bypass (Do Not Use)

574 Cover Collar for Water Valve Box (APWA Plan 574)

575 Air Release Assembly (Do Not Use)

General

593 Pressurized Irrigation Water and Potable Water Interface (Do Not Use)

Type A – Pump Interconnect (Do Not Use)

Type B – Backflow Preventer Interconnect (Do Not Use)

P-594 Water Mainline, Polywrap, &Tracer Wire Detail (Provo City Standard Detail)

P-595 Water Mainline Tee Detail (Provo City Standard Detail)

PART 6 – IRRIGATION AND LANDSCAPING

601 Abbreviations and Symbols for Irrigation and Landscaping (APWA Plan 601)

Gravity Flow System

611 Curb Face Inlet – Irrigation (Do Not Use)

613 Irrigation Diversion Box (Do Not Use)

614 Irrigation Diversion Box (Do Not Use)

Heads

621 Stationary Head (APWA Plan 621)

622 Pop-up Head (APWA Plan 622)

Valves

P-631 Backflow Preventer (Provo City Standard Detail)

P-631a Outdoor Reduced Pressure Principal Assembly (RP) (Provo City Standard Detail)

P-631b Indoor Reduced Pressure Principal Assembly (RP) (Provo City Standard Detail)

P-631c Pressure Vacuum Breaker (PVB) (Provo City Standard Detail)

P-631d Spill Resistant Pressure Vacuum Breaker (SVB) (Provo City Standard Detail)

P-631e Atmospheric Vacuum Breaker (AVB) (Provo City Standard Detail)

P-631f Atmospheric Vacuum Breaker (AVB) (Provo City Standard Detail)

632 Drain Valve (APWA Plan 632)

633 Control Valve (APWA Plan 633)

635 Isolation Valve (APWA Plan 635)

Electrical

651 Wire Runs for Landscape Irrigation (APWA Plan 651)

Trees and Plants

681 Tree (APWA Plan 681)

683 Shrubs and Bushes (APWA Plan 683)

PART 7 – LIGHTING, TRAFFIC CONTROL

Street Lighting

702 Abbreviations and Symbols for Traffic Signals (APWA Plan 702)

710 Riser (APWA Plan 710)

730 Collar for Street Light Pole (APWA Plan 730)

731 Junction Box (APWA Plan 731)

732 Trench for Buried Electrical Conduit (APWA Plan 732)

Park Strip (APWA Plan 732)

Roadway (APWA Plan 732)

733 Joint Use Trench (APWA Plan 733)

736 Street Light Pole Terminal (APWA Plan 736)

737 Street Light Meter Pedestal (APWA Plan 737)

741 Screw-in Base Street Light Pole (APWA Plan 741)

742 Direct Burial Street Light Pole (APWA Plan 742)

743 Concrete Base for Street Light Pole (APWA Plan 743)

TRAFFIC CONTROL

Signals

751 Signal Pole Foundation (APWA Plan 751)

752 Signal Pole Wiring (APWA Plan 752)

753 Signal Light Head (APWA Plan 753)

Types and Drawing Symbols (APWA Plan 753)

Placement (APWA Plan 753)

754 Single Cabinet Base (APWA Plan 754)

Type 5 (APWA Plan 754)

Type 6 (APWA Plan 754)

755 Pedestrian Push Button Pole (APWA Plan 755)

Speed Humps

761 Speed Bump (Do Not Use)

762 Speed Table (Do Not Use)

PART 8 – GENERAL FACILITIES

Design Standards

802 Defective Concrete (APWA Plan 802)

805 Design Vehicle (APWA Plan 805)

Type A (APWA Plan 805)

Type B (APWA Plan 805)

Security Fencing

831 Chain Link Fence (APWA Plan 831)

Miscellaneous

880 Bus Stop Pad (APWA Plan 880)

PART 9 – TYPICAL STREET STANDARDS

Design Standards

P-900 Typical Street Section (Provo City Standard)

P-901 Typical Street Section (Provo City Standard)

P-902 Clear Vision Requirements (Provo City Standard)

P-903 Typical Local Street T-Intersection (Provo City Standard)

P-904 Typical Collector Street T-Intersection (Provo City Standard)

P-905 Typical Local Street T-Intersection (Provo City Standard)

P-910 Cul-de-sac with Planter (Provo City Standard)

P-911 Channelized Right-Turn (Provo City Standard)

P-912 Local Street Roundabout (Provo City Standard)

P-913 Minimum Pavement Design (Provo City Standard)

P-914 Utility Location in R.O.W. (Provo City Standard)

P-915 Overhead Utility Location (Provo City Standard)

SPECIFICATIONS

Required Permit Submittals

01 34 00S - 1

SECTION 01 34 00S

REQUIRED PERMIT MATERIAL SUBMITTALS

PART 1 GENERAL

1.1 REQUIRED SUBMITTALS

A. The Contractor shall submit detailed material information, including product data, technical specifications, and certifications, for all materials proposed for use in the project. This includes, but is not limited to, concrete, asphalt, piping, aggregates, and other construction materials specified in the project plans, as shown in the table below.

B. All material submittals must be provided to Provo City for review and approval at the time of permit application. All materials must meet Provo City standards. No material shall be used until it has been approved. The Contractor is responsible for resubmitting any rejected materials with corrected or additional documentation as required.

C. Other documents may be required at time of permit application.

PERMIT TYPE

REQUIRED SUBMITTAL

Grading

- Grading Plan

- Granular Borrow Specification (APWA 30 05 13 & Provo City 30 05 13M)

- Untreated Base Course Specification (APWA 32 11 23)

- Storm Water Pollution Prevention Plan & Supporting Documents

Paving - Asphalt Mix Design (APWA 32 12 05, 32 12 16.13 and Provo City 32 12 05S)

Concrete

- Curb and Gutter Cut Sheets

- Concrete Specifications (APWA 32 16 13 & Provo City 32 16 13M)

Sewer - Sewer Cut Sheets

Storm Drain - Storm Drain Cut Sheets

General - Traffic Control Plan

END OF SECTION

Common Fill

31 05 13M - 2

Delete Article 2.8 GRAVEL in its entirety and replace with the following:

GRAVEL

A. Use 100 percent crushed mineral aggregate.

B. Meet the following gradation:

Delete Article 2.10 SLAG, PUMICE, SCORIA in its entirety and replace with the following:

SLAG, PUMICE, SCORIA

A. Not Allowed.

Sieve Size Percent Passing

1.5 inch 100

1 inch 95 to 100

1/2 inch 25 to 60

No. 4 0 to 10

No. 200 0 to 5

Gravel Gradation

DRIVEWAY, SIDEWALK, CURB, GUTTER

32 16 13M - 1

SECTION 32 16 13M

DRIVEWAY, SIDEWALK, CURB, GUTTER

Delete Article 3.1 and replace with the following:

3.1 CONSTRUCTION EQUIPMENT

A. Slip Form Machines:

1. Placement must produce required cross-section, line, grade, finish, and jointing as specified for formed concrete.

2. If results are not acceptable, remove and replace work with formed concrete.

3. Slip Form must be used for curb and gutter lengths over 200 feet, unless written approved is given by ENGINEER.

Utility Grade Adjustment

33 05 14M - 1

SECTION 33 05 14M

UTILITY GRADE ADJUSTMENT

Delete Article 3.1 PREPARATION in its entirety and replace with the following:

3.1 PREPARATION

A. All incidental structures shall be located and documented with survey grade GPS before beginning any construction activity. Survey coordinate system to be approved by

ENGINEER prior to location of incidental structures. CONTRACTOR shall provide all incidental structure survey data to OWNER following collection of such data.

B. Determine condition of existing incidental structure. Any item not reported damaged before construction shall be considered unbroken and must be replaced by

CONTRACTOR at no additional cost to OWNER.

C. Provide Invert Cover over pipe in manholes and/or cleanout boxes to prevent gravel, concrete, or debris from entering pipeline.

D. Unless required otherwise, arrange for utility companies to adjust their own structures.

E. Coordinate all adjustments with requirements of affected utility company.

Delete Article 3.4 INSTALLING COVER COLLAR in its entirety and replace with the following:

3.4 INSTALLING COVER COLLAR

A. Open annular space between pavement and Street Fixtures cover using a circular coring device. Traditional jackhammer methods will not be permitted. Unless indicated otherwise, make space 12 inches wide.

B. Set concrete collar to 1/4 inch minimum to 1/2 inch maximum below asphalt concrete pavement surface and 1/4 inch below portland cement concrete pavement surface.

C. Trowel finish, Section 03 35 00.

Add Article 3.6 SITE CLEAN UP:

3.7 SITE CLEAN UP

A. Any debris that enters the water valves or manholes will be cleaned up in its entirety.

This includes any material in or around pipes, water valve stems, and manhole bases.

Roadway surface will be cleaned of any debris from raising utilities and the concrete work.

DRAWINGS

U N

D I S

T U

R B

E D

V

G

E T

A T

I O

N

FLOW

SECTION

PLAN

FLOW

D I S

T U

R B

A

R E

A

TWO STAKES EACH BALE, MIN. 6" BELOW

BALE

FIRST STAKE IN EACH BALE TO BE

ANGLED TOWARD PREVIOUSLY LAID BALE

TO FORCE BALES TOGETHER

FLOW

BALES TO BUTT

TIGHTLY TOGETHER

STRAW BALE

STEEL FENCE POST, REBAR,

OR WOODEN STAKES

COMPACT SOIL TO

PREVENT PIPING

LOCATE STRAW BALE

AT LEAST 5' FROM

TOE OF SLOP,

WHENEVER POSSIBLE

STAKE SHALL BE AT

LEAST 6" BELOW BALE

EMBED EACH BALE

MIN. 4" INTO GROUND

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS

NEEDED IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

STRAW BALE BARRIER

STANDARD DETAIL

P-121

REVISED DATE: 10/15/17

NOT TO SCALE

SHEET 1 OF 2

Straw Bale Barrier

1. GENERAL

A. Description. A temporary sediment barrier consisting of a row of entrenched and achored straw bales.

B. Application. To intercept and detain small amounts of sediment from small disturbed areas. To decrease the velocity of sheet flows and low-to moderate-level channel flows.

2. PRODUCT (not used)

3. EXECUTION

A. Place bales lengthwise in a single row, with ends of adjacent bales tightly abutting each other for the following conditions:

A.1. Perimeter Control: Place barrier at down gradient limits of disturbance.

A.2. Sediment Barrier: Place barrier at toe of slope or soil stockpile.

A.3. Protection of Existing Waterways: Place barrier at top of stream bank.

A.4. Area inlet protection: See Provo City Plan P-124.3.

B. Wire-bound or string-tie all bales. Install so straw bindings are oriented around the sides rather than along the top and bottom of the bale (to prevent deterioration of bindings).

C. Chink the gaps between bales (filled by wedging) with straw to prevent unfiltered water from flowing through the gaps. Loose straw scatter over the area immediately uphill from the straw bale barrier tends to increase barrier efficiency.

D. When bales are installed at the toe of slope, whenever possible place bales 5-feet or more away from slope for increased storage capacity.

E. Remove straw bale barriers when they have served their usefulness, but not before the up-slope areas have been permanently stabilized.

F. Maintenance:

F.1. Inspect straw bale barrier after every large storm event, at a minimum twice monthly, and with every SWPPP inspection required by the UPDES permit (if applicable).

F.2. Pay close attention to the repair of damaged bales, end runs, and undercutting beneath bales.

F.3. Bales must be promptly repaired or replaced when they have deteriorated.

F.4. Remove sediment deposits when the level of deposition reaches 12 the height of the bale(s).

F.5. Realign bales when necessary to provide a continuous barrier and fill gaps.

F.6. Recompact soil around bales as necessary to prevent piping.

STANDARD DETAIL

P-121

REVISED DATE: 10/15/17

NOT TO SCALE

SHEET 2 OF 2

STRAW BALE BARRIER

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS

NEEDED IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

SECURE MESH TO

POSTS WITH WIRE

STAPLES 1" LONG

OR TIE WIRES OR

HOG RINGS

3'

WITH ENGINEER'S APPROVAL,

AN EXTRA STRENGTH FILTER

FABRIC CAN BE USED IN LIEU

OF WIRE MESH SUPPORT

F

L

O

W

F

L

O

W

TOE

STAKE ON DOWN

GRADIENT SIDE

8"

8"

2 FEET

BACKFILL WITH

ROCKS OR DIRT

PERMEABLE FABRIC

14 GAGE 6"

WIRE MESH

INSTALLATION SWEQUENCE

TOE DETAIL

SILT FENCE

STANDARD DETAIL

P-122

REVISED DATE: 10/15/17

Silt Fence Barrier

A. Description. A temporary sediment barrier consisting of an entrenched, permeable filter fabric stretched across and attached to supporting posts.

B. Application. To intercept sediment from disturbed areas of limited extent.

B.1. Perimeter Control: Place barrier at down gradient limits of disturbed area.

B.2. Sediment Barrier: Place barrier at toe of slope or soil stockpile.

B.3. Protection of Existing Waterways: Place barrier at top of stream bank. Do not place silt fence within stream banks.

B.4. Inlet Protection: see Provo City Plan P-124.3.

2. PRODUCT

A. Fabric. Synthetic filter fabric shall be a permeable sheet of propylene, nylon, polyester, or polyethylene yarn. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 deg F to 120 deg F.

B. Burlap. 10 ounces per square yard of fabric.

C. Posts. At least 2"x2" wood, or 1.33 pounds per linear foot steel with a minimum length of 5 feet, or steel posts with projections for fastening wire to them.

3. EXECUTION

A. See attached plan for sequencing. Install wire mesh first.

B. Secure the fabric toe in a minimum 8"x8" trench.

C. When attaching two silt fences together, place the end of post of the second fence insider the end post of the first fence. Rotate both posts at least 180 degrees to create a tight seal with the filter fabric. Drive both posts into the ground and bury the flap in the trench.

D. When used to control sediments from a steep slope, place silt fences away from the toe of the slope for increased holding capacity. A minimum of 5 feet from the slope is required where feasible.

E. Maintenance:

E.1. Inspect silt fence barrier after every storm event, at a minimum twice monthly, and with every SWPPP inspection required by the UPDES permit (if applicable). During prolonged rainfall, inspect daily.

E.2. Should be fabric on a silt fence decompose or become ineffective while a barrier is still necessary, replace the fabric promptly.

E.3. Remove sediment deposits when the level of deposition reaches 12 the height of the fence, or when deposition deforms the fence and hinders its ability to provide adequate protection.

E.4. Re-anchor fence as necessary to prevent shortcutting.

E.5. Inspect for runoff bypassing ends or undercutting barriers.

SILT FENCE

STANDARD DETAIL

P-122

REVISED DATE: 10/15/17

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS NEEDED

IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

12"

18"

M

X

2'

UNDISTURBED

AREA

D

I

S

T

U

R

B

C

O

N

S

T

R

U

C

T

I

S

L

O

P

E

2'

12"

18"

X

2'

UNDISTURBED

AREA

D

I

S

T

U

R

B

N

S

T

R

U

C

T

I

O

P

E

TOP OF SLOPE (TYP)

BASE OF SLOPE (TYP)

COMPACTED

EARTH DIKE

EXCAVATED

CHANNEL WITH

EROSION

PROTECTION

COMPACTED

EARTH DIKE

EXCAVATED

CHANNEL WITH

EROSION

PROTECTION

DIVERSION DIKE

STANDARD DETAIL

P-123

REVISED DATE: 10/15/17

Diversion Dike

A. Description. A temporary ridge of compacted soil located at the top or base of a sloped disturbed area.

B. Purpose. To intercept up gradient runoff and convey around construction site, and to divert sediment laden runoff.

2. PRODUCT (Not used)

3. EXECUTION

A. Potential construction locations.

A.1. Upstream of construction slope to intercept runoff and convey to controlled discharge point away from disturbed slope..

A.2. At base of soil stockpile or construction slope to capture sediment.

A.3. Around perimeter of disturbed areas to capture sediment.

B. Locate the dike where it will not be damaged by construction operations and traffic.

C. Clear and grub dike area, and construct dike before construction begins.

D. Excavate channel and place soil for dike on down gradient side.

E. Shape and machine compact excavated soil to form ridge.

F. Place erosion protections (such as rock rip rap) at outlet. Stabilize the channel and ridge with mulch, gravel, or vegetative cover. Temporary or permanent seeding and mulch shall be applied to the dike within 15 days of construction.

G. Calculations for sizing and armoring are required if area discharging to the diversion dike is over 12 acre, or if the channel slope exceeds 2%.

H. Maintenance:

H.1. Inspect after every storm event, at a minimum twice monthly, and with every SWPPP inspection required by the UPDES permit (if applicable). During prolonged rainfall, inspect daily.

H.2. Look for runoff breaching the dike or eroding the channel or side slopes.

H.3. Check discharge point for erosion or bypassing of flows.

H.4. Repair and stabilize the dike, channel, and outlet immediately whenever erosion, breaching, or bypassing is occurring.

H.5. Check for and repair any traffic damage immediately.

DIVERSION DIKE

STANDARD DETAIL

P-123

REVISED DATE: 10/15/17

SUMP INLET PROTECTION

ON-GRADE INLET PROTECTION

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS

NEEDED IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

±6"

TO LIP OF

GUTTER, OR ±2'

WHEN GUTTER

NOT PRESENT

FLOW

MINIMUM 2 SOCKS

UPSTREAM OF INLET

(HEIGHT 3" MIN. 4"

MAX.)

FLOW

GRAVEL SOCK SURROUNDS INLET

(HEIGHT 3" MIN. 4" MAX.)

FLOW FLOW

INLET PROTECTION -

GRAVEL SOCK

STANDARD DETAIL

P-124a

REVISED DATE: 9/28/17

Inlet Protection - Gravel Sock

A. Description. Placement of gravel sock upstream of curb inlets to filter water runoff.

B. Application. Used at inlets in paved or unpaved areas where up gradient area is to be disturbed by construction activities.

2. PRODUCT (not used)

3. EXECUTION

A. Provide inlet protection, except when blocking the inlet would cause excessive flooding or undesirable results. Notify Provo City storm water staff immediately for concurrence if inlet protection is to be removed.

B. Prepare gravel sock (or other media approved by City storm water staff) in accordance with the manufacturers recommendation.

C. On-grade inlet protection:

C.1.Install at least two (2) gravel socks upstream of the inlet, as shown on the attached plan.

C.2.Gravel sock shall butt tightly against the face of the curb, with ±6" of the sock against the curb to ensure a tight fit. The remainder of the sock is placed at an angle away from the curb to trap runoff between the sock and the curb.

C.3. The sock should be 3-4" high, allowing excessive flows to flow either around or over the sock prior to overtopping the curb.

D. Sump inlet protection:

D.1. Install sock around around the entire perimeter of the inlet, leaving a min. 3" between the grate and sock.

D.2. Gravel sock shall butt tightly against the face of the curb on both sides of the inlet.

D.3. The sock should be 3-4" high, allowing excessive flows to flow over the sock prior to overtopping the curb.

E. Maintenance:

E.1. Inspect inlet protection after every large storm event, at a minimum twice monthly, and with every SWPPP inspection required by the UPDES permit (if applicable).

E.2. Remove sediment accumulated when it reaches 2-inches in depth.

E.3. Replace media and/or sock when damage has occured or when it has stopped functioning as intended.

E.4. Expect minor ponding after rain between maintenance. If ponding is deeper than 2-inches, either sediment has accumulated and needs to be removed, or the media and/or sock is plugged and needs to be replaced.

INLET PROTECTION -

GRAVEL SOCK

STANDARD DETAIL

P-124a

REVISED DATE: 9/28/17

12" MIN.

±12"

FLOW FLOW

±9"

CURB INLET PROTECTION

AREA DRAIN PROTECTION

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS NEEDED

IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

SECTION PLAN

FLOW

FLOW

FLOW

PLANSECTION

2"-4" CLEAN GRAVEL, NO FINES.

GRAVEL SURROUNDS INLET,

BUT NOT DIRECTLY OVER

GRATE

DELINEATOR

STORM DRAIN INLET

FILTER FABRIC

OVER WIRE

MESH

FILTER FABRIC

OVER WIRE MESH

GRAVEL SURROUNDS

INLET, BUT NOT

DIRECTLY OVER

GRATE

FILTER FABRIC

OVER WIRE MESH

2"-4" CLEAN GRAVEL, NO FINES.

GRAVEL SURROUNDS INLET,

BUT NOT DIRECTLY OVER

GRATE

DELINEATOR

CURB INLET

FILTER FABRIC

OVER WIRE

MESH

GRAVEL SURROUNDS

INLET, BUT NOT

DIRECTLY OVER

GRATE

INLET PROTECTION -

GRAVEL

STANDARD DETAIL

P-124b

REVISED DATE: 9/28/17

Inlet Protection - Gravel

A. Description. Placement of gravel filter around storm drain inlet for filter water runoff.

B. Application. Used at inlets in paved or unpaved areas where up gradient area is to be disturbed by construction activities.

2. PRODUCT (not used)

3. EXECUTION

A. Place

-inch to

-inch opening wire mesh over the inlet grate existing one foot past the grate in all directions. For curb inlets, also place wire mesh over curb opening.

B. Place permeable filter fabric over the mesh

C. Berm the gravel (2-inch to 4-inch in size, without fines) to the depths shown on the attached details, forming a wall around the grate on all sides.

Slope sides so that area over the grate and curb opening are not covered by gravel.

D. The filter fabric immediately over the grate needs to remain exposed so it can be visually inspected.

E. Place at least two brightly colored delineators (such as painted staking laths or flags) on top of the gravel inlet protection to signify the gravel should not be graded or moved.

F. Maintenance:

F.1. Inspect inlet protection after every large storm event, at a minimum twice monthly, and with every SWPPP inspection required by the UPDES permit (if applicable).

F.2. Remove sediment accumulated when it reaches 4-inches in depth.

F.3. Replace filter fabric and clean or replace gravel when clogging is apparent.

F.4. Gravel shall be bermed in a clean and orderly fashion per plan. Loose gravel over the grate or surrounding the inlet shall be promptly removed.

INLET PROTECTION -

GRAVEL

STANDARD DETAIL

P-124b

REVISED DATE: 9/28/17

STRAW BALE BARRIER

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS NEEDED

IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

SILT FENCE

(SEE PLAN NO. 121 FOR INSTALLATION) (SEE PLAN NO. 122 FOR INSTALLATION)

OVERLAP BALES (NOT

CORNER TO CORNER)

FILTER FABRIC WRAPPED

COMPLETELY AROUND

GRATE

FILTER FABRIC WRAPPED

COMPLETELY AROUND

GRATE

RIGHTLY OVERLAP SILT

FENCE ENDS WITH 2 STAKES

INLET PROTECTION -

FENCE OR STRAW BALE

STANDARD DETAIL

P-124c

REVISED DATE: 10/15/17

Inlet Protection - Gravel

A. Description. Placement of gravel filter around storm drain inlet for filter water runoff.

B. Application. Used at inlets in paved or unpaved areas where up gradient area is to be disturbed by construction activities.

2. PRODUCT (not used)

3. EXECUTION

A. Place

-inch to

-inch opening wire mesh over the inlet grate existing one foot past the grate in all directions. For curb inlets, also place wire mesh over curb opening.

B. Place permeable filter fabric over the mesh

C. Berm the gravel (2-inch to 4-inch in size, without fines) to the depths shown on the attached details, forming a wall around the grate on all sides.

Slope sides so that area over the grate and curb opening are not covered by gravel.

D. The filter fabric immediately over the grate needs to remain exposed so it can be visually inspected.

E. Place at least two brightly colored delineators (such as painted staking laths or flags) on top of the gravel inlet protection to signify the gravel should not be graded or moved.

F. Maintenance:

F.1. Inspect inlet protection after every large storm event, at a minimum twice monthly, and with every SWPPP inspection required by the UPDES permit (if applicable).

F.2. Remove sediment accumulated when it reaches 4-inches in depth.

F.3. Replace filter fabric and clean or replace gravel when clogging is apparent.

F.4. Gravel shall be bermed in a clean and orderly fashion per plan. Loose gravel over the grate or surrounding the inlet shall be promptly removed.

INLET PROTECTION -

FENCE OR STRAW BALE

STANDARD DETAIL

P-124c

REVISED DATE: 10/15/17

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS NEEDED

IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

F

L

O

W

TOE

STAKE ON DOWN

GRADIENT SIDE

I

N

8" MIN

SIZE TO HANDLE

LARGEST EQUIPMENT

AND/OR TRUCK

3' MAX

EQUIPMENT AND VEHICLE

WASH DOWN AREA

STANDARD DETAIL

P-125

REVISED DATE: 10/15/17

Diversion Dike

A. Description. A temporary stabilized pad of gravel for general washing of equipment and construction vehicles. Intended solely for sediment control.

Cannot be utilized for washing equipment or vehicles that may cause contamination of runoff (such as fertilizer equipment or concrete equipment).

B. Application. At any site where regular washing of vehicles and equipment will occur. May also be used as a filling point for water trucks, limiting erosion caused by overflow or spillage of water.

2. PRODUCT (Not used)

3. EXECUTION

A. Wash down areas for vehicles should be located as close as possible to the stabilized construction entrance, to minimize picking up dirt and mud after the vehicle has been washed down.

B. Clear and grub area, and grade down to provide maximum slope of 1 percent away from paved roadway.

C. Compact subgrade.

D. Place filter fabric under gravel pad consisting of 2-4" coarse aggregate (no fines). Gravel pad shall be a minimum of 8" thick.

E. Gravel pad should be sized for the largest equipment and/or truck used onsite to fit comfortably on the pad. Additional area is recommended to increase percolation and mitigate against excessive standing water.

F. Place silt fence on sides of wash down area (not entrance and exit).

G. Maintenance:

G.1. Inspect daily for loss of gravel or sediment build-up.

G.2. Top dressing additional stone or removing, cleaning, and replacing the stone will be required when accumulated mud or sediment impedes the effectiveness of the wash down area.

G.3. Keep the wash area in a condition which will prevent tracking or flowing of mud onto public rights-of-way.

G.4. Repair any structures used to trap sediments.

G.5. Inspect adjacent area for sediment deposit and install additional controls as necessary.

G.6. Maintain silt fence as outlined in Plan P-122.

EQUIPMENT AND VEHICLE

WASH DOWN AREA

STANDARD DETAIL

P-125

REVISED DATE: 10/15/17

THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRACTICE (BMP). IT IS NOT

INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE

OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND

ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND MAY BE MODIFIED AS NEEDED

IN CONSULTATION WITH CITY STORM WATER STAFF.

NARRATIVE:

P

A

V

A

D

8" MIN.

2" TO 4" SIZE

COARSE AGGREGATE

SEDIMENT FABRIC UNDER GRAVEL

N

N

STABILIZED ROADWAY

ENTRANCE

STANDARD DETAIL

P-126

REVISED DATE: 10/15/17

Stabilized Roadway Entrance

A. Description. A temporary stabilized pad of gravel for controlling equipment and construction vehicle access to the site.

B. Application. At any site where vehicles and equipment enter the public right of way.

2. PRODUCT (Not used)

3. EXECUTION

A. Clear and grub area, and grade down to provide maximum slope of 1 percent away from paved roadway.

B. Compact subgrade.

C. Place filter fabric under gravel pad consisting of 2-4" coarse aggregate (no fines). Gravel pad shall be a minimum of 8" thick.

D. Maintenance:

D.1. Prevent tracking or flow of mud into the public right-of-way.

D.2. Inspect daily for loss of gravel or sediment build-up.

D.3. Top dressing additional stone or removing, cleaning, and replacing the stone will be required when accumulated mud or sediment impedes the effectiveness of the wash down area.

D.4. Inspect adjacent roadway for sediment deposit and implement additional controls as necessary (such as street sweeping), to keep the public roadway free of accumulated sediment and debris.

D.5. Expand stabilized area as required to accommodate activities.

STABILIZED ROADWAY

ENTRANCE

STANDARD DETAIL

P-126

REVISED DATE: 10/15/17

T

LIP DETAIL

D

R

I

V

E

W

A

Y

R

A

M

P

E

X

I

S

T

I

N

G

D

R

I

V

E

W

A

Y

W

I

D

T

H

A

A

RADIUS

F

T

X

WORK

ELEMENT

DISTANCE IN

FEET

SIDEWALK

1 1/2" LIP WITH 2

PERCENT

SIDEWALK SLOPE

6.0 5.5 5.0 5.0

3 4 5 6

OBLIQUE

SECTION A-A - APPROACH REQUIRING SERVICE TRUCK ACCESS

SECTION A-A - TYPICAL DRIVEWAY APPROACH

1% MIN

2% MAX

6% MAX

1% MIN

2% MAX

6% MAX

STREET

TYPE

BREAK OVER

ANGLE (MAX)

C D

16% 6%

6% 2%

RESIDENTIAL

OTHER

STREET

TYPE

LENGTH

Y

24" 6"

36" 8"

RESIDENTIAL

OTHER

T

STREET

TYPE

BREAK OVER

ANGLE (MAX)

A B

16% 12%

6% 8%

RESIDENTIAL

OTHER

Y

6" WIDE CURB WALL OR

FLARE (IF NECESSARY)

Y

W

I

N

I

M

℄EXISTING

DRIVEWAY

W

T

T

BASE COURSE

UNDERWALK

CONCRETE

+2"

BASE COURSE

UNDER CURB

AND GUTTER

R=

" OR 1"

HEIGHT = 1

R=

S L

4'-0" MIN (RESIDENTIAL)

18'-0" MIN (OTHER)

C

D

PAVEMENT TIE-IN

(PLAN 251 OR 252)

S L

A

B

DIP DRIVEWAY

APPROACH

STANDARD DETAIL

P-215

REVISED DATE: 11/25/15

Dip Driveway Approach

A. Variance from specified dimensions and slopes must be acceptable to the engineer. System configuration may be changed at ENGINEER's discretion.

B. Additional requirements are specified in APWA Section 32 16 13.

2. PRODUCT

A. Base Course: Untreated base course. APWA Section 32 11 23. Do not use gravel as a base course without ENGINEER's permission.

B. Expansion Joint Filler: 1/2-inch thick type F1 full depth. APWA Section 32 13 73.

C. Concrete: Class 4000. APWA Section 03 30 04. If necessary, provide concrete that achieves design strength in less than 7 days. Use caution;

however as concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F.

D. Reinforcement: Galvanized or epoxy coated, deformed, 60 ksi yield grade steel, ASTM A 615.

E. Concrete Curing Agent: Clear Membrane forming compound with fugitive dye (Type ID Class A), APWA Sectoin 03 39 00.

3. EXECUTION

A. Base Course Placement: APWA Section 32 05 10. Maximum lift thickness before compaction is 8-inches when using riding equipment or 6-inches when using hand held equipment. Compaction is 95 percent or greater relative to a modified proctor density, APWA Section 32 23 26.

B. Concrete Placement: APWA Section 03 30 10.

B.1. Install expansion joints vertical, full depth, with top of filler set flush with concrete surface.

B.2. Install contraction joints vertical, 1/8-inch wide or 1/4 slab thickness if the slap is greater than 8-inches thick. Maximum length to width ratio for non-square panels is 1.5 to 1. Maximum panel length (in feet) is 1.5 times the slab thickness (in inches).

B.3. Provide 1/2-inch radius edges. Apply a broom finish. Apply a curing agent.

C. Protection and Repair. Protect concrete from deicing chemicals during cure. Repair construction that does not drain. If necessary, fill flow-line with water to verify.

DIP DRIVEWAY

APPROACH

STANDARD DETAIL

P-215

REVISED DATE: 11/25/15

A

SECTION A-A - APPROACH REQUIRING SERVICE TRUCK ACCESS

SECTION A-A - TYPICAL DRIVEWAY APPROACH

STREET

TYPE

BREAK OVER

ANGLE (MAX)

A

16% 16%

6% 10%

RESIDENTIAL

OTHER

B C

12%

8%

STREET

TYPE

LENGTH

Y

6" 6"

24" 8"

RESIDENTIAL

OTHER

T

STREET

TYPE

BREAK OVER

ANGLE (MAX)

D

16% 12%

6% 8%

RESIDENTIAL

OTHER

16%

10%

E F

IS THE PARK STRIP A

PEDESTRIAN ACCESS

ROUTE?

H

YES

NO

RATIO

1 : 12

1 : 6

L:

OBLIQUE

H

FLARE

PARK STRIP

A

P

R

O

N

S

I

D

E

W

A

L

K

E

X

I

S

T

I

N

G

D

R

I

V

E

W

A

Y

TYPE A

1% MIN

2% MAX

1% MIN

2% MAX

LIP DETAIL

REFER TO P-223

FOR MIN.

DISTANCE FROM

STRUCTURES

L

WARP

COLD JOINT

NO. 4 TIE BAR

24" @ 24" O.C.

Y

W

D

T

H

I

N

I

M

℄ EXISTING

DRIVEWAY

BASE COURSE

UNDER WALK

T

T

CONCRETE

BASE COURSE

UNDER CURB

AND GUTTER

+2"

HEIGHT = 1

R=

R=

" OR 1"

A

B

11'-0" MIN (RESIDENTIAL)

25'-0" MIN (OTHER)

C

D

E

F

PAVEMENT TIE-IN

(PLAN 251 OR 252)

FLARE DRIVEWAY

APPROACH

STANDARD DETAIL

P-221a

REVISED DATE: 11/25/15

SHEET 1 OF 3

STREET

TYPE

LENGTH

Y

6" 6"

24" 8"

RESIDENTIAL

OTHER

T

FLARE

A

P

R

O

N

S

I

D

E

W

A

L

K

E

X

I

S

T

I

N

G

D

R

I

V

E

W

A

Y

TYPE B

LIP DETAIL

S

ID

E W

A L K

REFER TO P-223

FOR MIN.

DISTANCE FROM

STRUCTURES

℄ EXISTING

DRIVEWAY

Y

W

D

T

I

N

I

M

TO MEET ACCESS

REQUIREMENTS THIS BEND

IN THE SIDEWALK IS REQUIRED

M I N

I M

U M

M

I

N

I

M

U

M

WARP

COLD JOINT

NO. 4 TIE BAR

24" @ 24" O.C.

CONCRETE

T

T

HEIGHT = 1

R=

R=

" OR 1"

T

BASE COURSE

UNDER CURB

AND GUTTER

+2"

SECTION A-A - APPROACH REQUIRING SERVICE TRUCK ACCESS

SECTION A-A - TYPICAL DRIVEWAY APPROACH

STREET

TYPE

BREAK OVER

ANGLE (MAX)

A

16% 16%

6% 10%

RESIDENTIAL

OTHER

B C

12%

8%

STREET

TYPE

BREAK OVER

ANGLE (MAX)

D

16% 12%

6% 8%

RESIDENTIAL

OTHER

16%

10%

E F

OBLIQUE

1% MIN

2% MAX

1% MIN

2% MAX

A

B

11'-0" MIN (RESIDENTIAL)

25'-0" MIN (OTHER)

C

D

E

F

PAVEMENT TIE-IN

(PLAN 251 OR 252)

FLARE DRIVEWAY

APPROACH

STANDARD DETAIL

P-221b

REVISED DATE: 11/25/15

SHEET 2 OF 3

Flare Driveway Approach

A. Variance from specified dimensions and slopes must be acceptable to the ENGINEER. System configuration may be changed at ENGINEER's discretion.

B. Field Changes to Slope Requirements:

B.1. Grades may have a 6 percent change in slope over a 11 feet wheel base run for both crest or sag vertical curves.

B.2. Where heavy truck use and fire truck access applies, or to improve design speed, design grades should be cut in half.

B.3. Specific uses or site conditions may require profile design submittal for review and acceptance.

C. Additional requirements are specified in APWA 32 16 13.

2. PRODUCT

A. Base Course: Untreated base course. APWA Section 32 11 23. Do not use gravel as a base course without ENGINEER's permission.

B. Expansion Joint Filler: 1/2-inch thick type F1 full depth. APWA Section 32 13 73.

C. Concrete: Class 4000. APWA Section 03 30 04. If necessary, provide concrete that achieves design strength in less than 7 days. Use caution;

however as concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F.

D. Reinforcement: Galvanized or epoxy coated, deformed, 60 ksi yield grade steel, ASTM A 615.

E. Concrete Curing Agent: Clear Membrane forming compound with fugitive dye (Type ID Class A), APWA Sectoin 03 39 00.

3. EXECUTION

A. Base Course Placement: APWA Section 32 05 10. Maximum lift thickness before compaction is 8-inches when using riding equipment or 6-inches when using hand held equipment. Compaction is 95 percent or greater relative to a modified proctor density, APWA Section 32 23 26.

B. Reinforcement: No required if driveway apron is constructed without a cold joint.

C. Concrete Placement: APWA Section 03 30 10.

C.1. Install expansion joints vertical, full depth, with top of filler set flush with concrete surface.

C.2. Install contraction joints vertical, 1/8-inch wide or 1/4 slab thickness if the slap is greater than 8-inches thick. Maximum length to width ratio for non-square panels is 1.5 to 1. Maximum panel length (in feet) is 1.5 times the slab thickness (in inches).

C.3. Provide 1/2-inch radius edges. Apply a broom finish. Apply a curing agent.

D. Protection and Repair. Protect concrete from deicing chemicals during cure. Repair construction that does not drain. If necessary, fill flow-line with water to verify.

DIP DRIVEWAY

APPROACH

STANDARD DETAIL

P-221

REVISED DATE: 11/25/15

NOT TO SCALE

SHEET 3 OF 3

FLARE DRIVEWAY

APPROACH

OBLIQUE

PARK STRIP

A

P

R

O

N

S

I

D

E

W

A

L

K

D

R

I

V

E

W

A

Y

LIP DETAIL

REFER TO P-223

FOR MIN.

DISTANCE FROM

STRUCTURES

SAW CUT JOINT, REMOVE

SIDEWALK AND PROVIDE

EXPANSION JOINT MATERIAL

SEE PLAN P-215

OR P-221

FLARE SLOPE

16.67 PERCENT

INTERSECTION

(NOTE 1A)

SLOPE OF CUT (NOTE 3A)

SURFACE MARKS (NOTE 1A)

WATER PROOFING CUT (NOTE 2A)

SAWCUT AND REMOVE CURB

HEIGHT = 1

R=

R=

" OR 1"

FLARE SLOPE

10 PERCENT

SAW-CUT DRIVEWAY

APPROACH

STANDARD DETAIL

P-222

REVISED DATE: 11/25/15

Saw-cut Driveway Approach

A. The drawing shows sawing off and removing a curb for the construction of a new driveway approach. Additional requirements are specified in Plan

215 or Pan 221 for constructing driveway approach after curb is removed.

B. The slope of the right flare is required if a pedestrian access route abuts the curb. The slope of the left flare is required if a pedestrian acess route does not abut the curb.

C. Variance from specified slopes must be acceptable to the ENGINEER.

2. PRODUCT

A. Water Repellant: Penetrating compound, APWA Section 07 19 00.

B. Expansion Joint Filler: 1/2-inch thick type F1 full depth. APWA Section 32 13 73.

3. EXECUTION

A. At the apron, cut the curb off so the slope of the curb cut as measured perpendicular to the flow line is 16.67 percent (1:6). Unless specified otherwise, make the curb cut intersect the flow line.

B. At the flare, cur the curb off so the slope of curb cut as measured parallel to the flow line is as follows.

B.1. 8.33 percent (1:12) if curb borders a surface used by pedestrians.

B.2. 16.67 percent (1:6) if curb does not border a surface used by pedestrians.

C. No over-cutting where cuts merge. Grind sawed surface so no blade marks remain.

D. Water Proofing: Apply full coverage water repellant over cut concrete.

E. Expansion Joint: Vertical, full depth, with top of filler set flush with concrete surface.

SAW-CUT DRIVEWAY

APPROACH

STANDARD DETAIL

P-222

REVISED DATE: 11/25/15

SIDEWALK

APRON

P-221A OR P-222

DRIVE APPROACH

OR ADA RAMP

APRON

P-221 DRIVE APPROACH

SERIES

OR ADA RAMP

PLANTER AREA

SIDEWALK

12" MIN AWAY FROM ANY STRUCTURE

12" MIN AWAY FROM ANY STRUCTURE

STORM DRAIN INLET

FROM DRIVE APPROACH

STANDARD DETAIL

P-223

REVISED DATE: 11/11/16

SHEET 1 OF 1

EXPANSION JOINT

WIDTH AS SPECIFIED

STREET TYPE

RESIDENTIAL (WITH PARK STRIP) 5"

RESIDENTIAL (NO PARK STRIP)

5"

OTHER

REPLACING EXISTING SIDEWALK

MATCH EXISTING

(5" MIN.)

A

B

B

A

SIDEWALK

C

AR

R

IA

G E

W

AL

K

PLAN

T

T

T

FINISH

T

CONTRACTION JOINT

EXPANSION JOINT

CONCRETE

COMPACT SUBGRADEBASE COURSE

1/4"

SEE DRIVEWAY APPROACH PLANS FOR

SIDEWALK THICKNESS AT DRIVEWAYS

SECTION A-A

CONTRACTION JOINT

EXPANSION JOINT

1% MIN

2% MAX

SECTION B-B SIDEWALK JOINT DETAIL

60' (+/-)

L

W

LMIN = W

LMAX (IN FEET) = 2.5 X T (IN INCHES)

OR

15' MAX

SIDEWALK

STANDARD DETAIL

P-231

REVISED DATE: 08/2023

Sidewalk

A. Variance from specified dimensions and slopes must be acceptable to the ENGINEER. System configuration may be changed at ENGINEER's discretion.

B. Additional requirements are specified in APWA Section 32 16 13.

2. PRODUCT

A. Base Course: Untreated base course, APWA Section 32 11 23. Do not use gravel as a base course without ENGINEER's permission.

B. Expansion Joint Filler: 1/2-inch thick type F1 full depth, APWA Section 32 13 73.

C. Concrete: Class 4000, APWA Section 03 30 04. If necessary, provide concrete that achieves design strength in less than 7 days. Use caution;

however, as concrete crazing (spider cracks) may…