Exhibit A1 - 2026 Construction Standards.pdf

PDF 6 MB Posted Jun 26, 2026

Attached to: Swan Creek Greenway Design
Solicitation number: 143078
Issued by: Lucas County, Ohio

About this file

Written by GovTribe AI · Jun 29, 2026

This file is Exhibit A1 - 2026 Construction Standards for the Swan Creek Greenway Design project administered by the City of Toledo, Ohio. The document establishes construction standards applicable to the project; however, the specific standards, technical requirements, specifications, and implementation guidelines are not detailed in the provided excerpt. The project involves design services for the Swan Creek Greenway, and interested bidders must acknowledge and accept these construction standards as part of their proposal submissions.

Bidders must comply with comprehensive administrative and documentation requirements established by the City of Toledo, including submission of vendor registration, business tax registration, child support affidavits, and annual paperwork packets containing equal employment opportunity certifications, living wage affidavits, debarment certifications, and worker's compensation certificates. Additionally, each project-specific bid must include a construction project paperwork packet with acknowledgement of terms and conditions, living wage contract addendum, subcontractor agreements, and a bid guaranty in the form of a cashier's check or bid bond. The City of Toledo maintains status as an additional insurer on all certificates of insurance, and all documentation must be uploaded through PlanetBids in accordance with specified submission protocols and deadlines.

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Exhibit C - Consult Rating Form.pdf	PDF	Jun 26, 2026
City Paperwork Packet 3.11.2026.pdf	PDF	Jun 26, 2026
Exhibit B - Stage 2 Bike Path plan set.pdf	PDF	Jun 26, 2026
Exhibit F - Insurance over 100k.pdf	PDF	Jun 26, 2026
Swan Creek Greenway Consultant RFP.pdf	PDF	Jun 26, 2026
Professional Project Paperwork Packet 3.10.2026.pdf	PDF	Jun 26, 2026
Exhibit I - Consultant Satisfaction Form.pdf	PDF	Jun 26, 2026
Exhibit A2 - 2026 Part A Standards.pdf	PDF	Jun 26, 2026

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CONSTRUCTION

STANDARDS

DIVISION OF ENGINEERING

CONSTRUCTION MANAGEMENT

DEPARTMENT OF TRANSPORTATION

632 RECTANGULAR RAPID FLASHING BEACON (RRFB) DETAIL

ELECTRIC METER FOR SIGNAL INSTALLATION DETAILS632

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TABLE OF CONTENTS

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SHEET

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DESCRIPTION

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SEWER TRENCH AND PIPE JOINT DETAIL

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WATER, SEWER AND TRAFFIC CASTINGS SPECIFICATIONS

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AIR RELEASE, BLOWOFF AND BUTTERFLY VALVE MANHOLES

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CATCH BASIN, TYPE A-1

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CATCH BASIN, TYPE A-2

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CATCH BASIN, TYPE D, TYPE PL-1 (PARKING LOTS) AND YARD BASIN

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PLAIN CONCRETE PAVEMENT JOINT LAYOUT

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CONCRETE BASE AND CONCRETE PAVEMENT JOINT DETAILS ITEMS 305 AND 452

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CONCRETE CURBS TYPE E AND F

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MONOLITHIC CURB & CONCRETE CURB WALL DETAILS

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CONCRETE CURBS TYPE A, B, C AND D

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STANDARD HEADWALL TYPE HW-3

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STANDARD HEADWALL TYPE HW-1

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STANDARD ENDWALL AND PIPE CRADLE

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CONCRETE COLLAR DETAILS

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SIDEWALK CONSTRUCTION

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PEDESTRIAN CURB RAMPS (SHEET 1 OF 3)

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BENCHMARK DETAIL, MONUMENT AND MONUMENT BOX ASSEMBLY DETAIL

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SPEED HUMP DETAIL & ITEM 609 CONCRETE MEDIANS & TRAFFIC ISLANDS

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COMBINED SIDEWALK/DRIVEWAY DETAILS

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RESIDENTIAL DRIVEWAY DETAILS

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TYPICAL ALLEY SECTION AND TYPICAL ASPHALT BIKE PATH SECTION

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ALLEY RETURN DETAIL

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TYPICAL RESIDENTIAL PAVEMENT SECTIONS

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RESIDENTIAL CUL-DE-SAC & TURNAROUNDS

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CLEAN-OUT AND EXTERNAL BACKWATER VALVE INSTALLATION DETAIL

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SANITARY SEWER RISER DETAILS

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PEDESTRIAN CURB RAMPS (SHEET 2 OF 3)

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PEDESTRIAN CURB RAMPS (SHEET 3 OF 3)

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ALTERNATE HYDRANT ASSEMBLY #1 & #2

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END OF THE LINE HYDRANT ASSEMBLIES #1 & #2

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STANDARD HYDRANT ASSEMBLY

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JOINT RESTRAINT FOR PUBLIC WATER MAINS

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JOINT RESTRAINT FOR PRIVATE WATER MAINS

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CONNECTION AND ABANDONMENT OF EXISTING WATER MAINS

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STANDARD BLOCKING FOR PRIVATE WATER MAIN VERTICAL BENDS

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WATERLINE BORING DETAIL

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WATERLINE TRENCH DETAILS

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AutoCAD SHX Text STANDARD BLOCKING FOR PRIVATE WATER MAIN HORIZONTAL BENDS, CROSSES, TEES AND PLUGS

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STANDARD INSIDE METER SETTINGS

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STANDARD METER CHAMBER

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MANHOLE WITH DROP CONNECTION AND SEWER BORING DETAIL

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MANHOLE NO. 3 AND MANHOLE GENERAL NOTES

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CONCRETE STEPS (REFERENCED ODOT DRAWING RM-2.1)

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PULLBOX WITH NEW OR EXISTING CONDUIT

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TYPICAL POWER SOURCE DETAILS

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POLE FOUNDATION AND PEDESTAL FOUNDATION DETAILS

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MAST ARM AND POLE ASSEMBLIES AND DETAILS

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RIGID MAST ARM MOUNTED SIGNAL HANGER ASSEMBLY

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TYPE "M", "M-SX" & "S" CABINET WITH FOUNDATION DETAILS

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TYPE "P-UPS" CABINET WITH MODIFIED FOUNDATION (ALUMINUM)

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CANTILEVER SIGN SUPPORT SIGN STRUCTURE DETAILS

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QUADPOLE EMBEDDED VEHICLE DETECTOR LOOP DETAILS SINGLE LANE APPROACH

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TYPE "P" CABINET WITH FOUNDATION (ALUMINUM)

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MANHOLE NO. 4

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CATCH BASIN CASTINGS AND NOTES

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SEWER PLUG DETAIL AT STRUCTURE

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MANHOLE NO. 5

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MANHOLE TOP SECTIONS AND ADJUSTMENT RING DETAILS

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SIGNAL HEAD & PUSH BUTTON MOUNTING DETAILS

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STANDARD PAVEMENT MARKINGS

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CANTILEVER SIGN SUPPORT 4 - LANE CONTROL

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WATER VALVE MANHOLES (4' THRU 8' DIAMETER) AND WATER MANHOLE GENERAL NOTES

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BACKFLOW PREVENTER DETAILS

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COMMERCIAL WATER TAP SERVICE AND IRRIGATION CONNECTION DETAILS

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RESIDENTIAL WATER TAP SERVICE SPECIFICATIONS

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AutoCAD SHX Text TEMPORARY SEDIMENT AND EROSION CONTROL BMPs

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SINGLE LIGHTING & POLE SPECIFICATIONS

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TREE PLANTING SPECIFICATIONS

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DUAL LIGHTING & POLE SPECIFICATIONS

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LIGHTING POLE SPECIFICATIONS

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CANTILEVER SIGN SUPPORT 3 - LANE CONTROL

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CANTILEVER SIGN SUPPORT 5 - LANE CONTROL

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AutoCAD SHX Text Jeremy Mikolajczyk, Interim Director DOT

AutoCAD SHX Text Christy L. Soncrant, P.E., Commissioner

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RESIDENTIAL WATER SERVICE LINE SCHEMATIC

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ODOT ITEM

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MATERIAL PER 703.11 TYPE 1

MATERIAL PER 611.02

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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2. ** IF ANY PORTION OF THE TRENCH IS UNDER OR WITHIN 3 FEET OF THE PAVEMENT WHEN THE TRENCH DEPTH < 7 FEET. < 7 FEET. 7 FEET. OR IF ANY PORTION OF THE TRENCH IS UNDER OR WITHIN 5 FEET OF THE PAVEMENT WHEN THE TRENCH DEPTH > 7 FEET.

AutoCAD SHX Text NOTES 1. * "W" AS DEFINED IN ITEM 611.05A, AS AMENDED * "W" AS DEFINED IN ITEM 611.05A, AS AMENDED BY THE CITY OF TOLEDO.BY THE CITY OF TOLEDO.

AutoCAD SHX Text NOTE: : PAY LIMIT FOR TOPSOIL, SEEDING AND MULCHING, UNLESS STATED OTHERWISE, SHALL BE W+8 FT.

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BOTTOM OF TRENCH

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PER ASTM D-3212

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FACTORY BEVEL

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PER ASTM C-443

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UNDISTURBED EARTH

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AutoCAD SHX Text FOR RIGID CONDUIT: W = PIPE (O.D.) X 1.33 FOR FLEXIBLE CONDUIT: W = PIPE (O.D.) X 1.25 + 12" CONDUIT DEFINED UNDER ITEM 611.03

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TRENCH DETAIL

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PIPE JOINTS

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PVC PIPE PREMIUM JOINT

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CIRCULAR RCP BELL & SPIGOT WITH PREMIUM JOINT

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SAW CUT PAVEMENT

AutoCAD SHX Text APPROVED EXCAVATED BACKFILL MATERIAL IN UNPAVED AREAS, OR WITH TYPE C & D CONDUITS. COMPACTED IN 8" LAYERS PER 611.06 AS AMENDED BY THE CITY OF TOLEDO

AutoCAD SHX Text GRANULAR INITIAL BACKFILL SHALL BE PLACED AND HAND COMPACTED TO A MINIMUM OF 12" ABOVE PIPE FOR FLEXIBLE PIPES (SPRINGLINE FOR RIGID PIPE)

AutoCAD SHX Text BED PIPE WITH SPECIFIED GRANULAR MATERIAL PER 611.02, BEDDING UNDER THE MIDDLE THIRD OF PIPE (O.D./3) SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL PRIOR TO PIPE PLACEMENT

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AutoCAD SHX Text MAXIMUM RESTORATION PAY LIMIT (CURBS, BASES, FLEXIBLE PAVEMENT) WHEN PAVEMENT RESTORATION IS A SEPARATE PAY ITEM: W/2+2.5 FT FOR TRENCH DEPTHS < 16 FT DEEP < 16 FT DEEP 16 FT DEEP W/2+4.5 FT FOR TRENCH DEPTHS > 16 FT DEEP

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DRAWN BY:

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DATE:

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DRAWING FILE:

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SEWER TRENCH AND PIPE JOINT DETAIL

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STANDARD-01.DWG

NO SCALE

& COMBINED

& STORM

CITY OF TOLEDO LOGO/LETTERING SHALL NOT

BE PERMITTED ON PRIVATE SEWER MANHOLE COVERS.

(SOLID COVER)

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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%%UPUBLIC STORM SEWER

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ALL PRIVATE SEWER MANHOLES SHALL HAVE SOLID COVERS.

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WATER

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(SOLID COVER)

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AutoCAD SHX Text ** 9" FOR MANHOLES LOCATED IN PAVEMENT OR BERM AREA. 9" FOR MANHOLES LOCATED IN PAVEMENT OR BERM AREA. ** 7" FOR MANHOLES LOCATED OUTSIDE PAVEMENT OR BERM AREA. 7" FOR MANHOLES LOCATED OUTSIDE PAVEMENT OR BERM AREA.

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(SOLID COVER)

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1. CASTING SHALL MEET A.S.T.M. SPECIFICATIONS, BE POURED IN A CASTING SHALL MEET A.S.T.M. SPECIFICATIONS, BE POURED IN A CLOSED MOLD AND SHALL BE TRUE TO PATTERN. BEARING AREAS OF FRAME AND COVER SHALL BE MACHINED SO FITTED AND FINISHED AS TO PROVIDE A FIRM AND EVEN SEAT FOR ALL PORTIONS OF THE COVER IN THE FRAME. NO PROJECTIONS SHALL EXIST ON THE BEARING AREAS OF THE CASTING, AND THE FRAME WITHOUT ROCKING. FRAME AND COVER SHALL BE FITTED, MATCHED AND MARKED BEFORE DELIVERY TO THE PROJECT.

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2. CASTING SHALL BE OF A GOOD GRADE OF MACHINABLE GRAY IRON CASTING SHALL BE OF A GOOD GRADE OF MACHINABLE GRAY IRON USED IN COMMERCIAL CASTINGS. DESIGNED FOR AN HS-20 LOADING PER AASHTO M 306 SPECIFICATIONS.

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3. WHERE SPECIFIED, BOLT DOWN MANHOLE COVERS, SHALL HAVE 4 WHERE SPECIFIED, BOLT DOWN MANHOLE COVERS, SHALL HAVE 4 RECESSED BRONZE OR STAINLESS STEEL CAP SCREWS OR HEX HEAD MACHINE SCREWS OR FOUR RECESSED LOCKING DEVICES WITH STAINLESS STEEL HEX HEAD BOLTS.

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4. ALL CASTINGS SHALL BE DELIVERED TO THE JOB SITE FACTORY ALL CASTINGS SHALL BE DELIVERED TO THE JOB SITE FACTORY PAINTED WITH A WATER BASED ASPHALTIC COATING/PAINT OR EQUAL.

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5. WATER VALVE BOXES SHALL BE THREE (3) PIECE ADJUSTABLE SCREW TYPE, WITH A 5-1/4 INCH SHAFT, WITH CAST IRON FULL- FLANGE RING AND COVER, AND A BASE CORRESPONDING TO THE SIZE OF THE VALVE. VALVE BOXES IN PAVEMENT SHALL BE TYLER PIPE 6860 SERIES, OR EQUAL, WITH CAST IRON BODY. VALVE BOXES OUTSIDE PAVEMENT SHALL BE HIGHLINE BY OLDCASTLE, RVB 111140-03/5-245-48, OR EQUAL, WITH POLY IRON BODY.

AutoCAD SHX Text FOR USE ON MANHOLE, NO. 3, NO. 4 AND NO. 5; WATER AND TRAFFIC MANHOLES. EAST JORDAN 1045Z OR 1048Z; NEENAH R-1642 OR R-1642B; OR EQUAL. (ALL DIMENSIONS ARE NOMINAL)

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26" DIA. (TYP)

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26" DIA. (TYP)

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AutoCAD SHX Text ALL PUBLIC AND PRIVATE WATER MANHOLES SHALL HAVE SOLID A COVER WITH TWO OPEN PICK HOLES AND "WATER" LETTERING ACROSS CENTER OF COVER.

AutoCAD SHX Text EAST JORDAN 1045Z OR 1048Z; NEENAH R-1642 OR R-1642B; OR EQUAL (ALL DIMENSIONS ARE NOMINAL)

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26" DIA. (TYP)

AutoCAD SHX Text ALL TRAFFIC MANHOLES SHALL HAVE A SOLID COVER WITH "TRAFFIC" LETTERING ACROSS THE COVER.

AutoCAD SHX Text EAST JORDAN 1045Z OR 1048Z; NEENAH R-1642 OR R-1642B; OR EQUAL (ALL DIMENSIONS ARE NOMINAL)

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26" DIA. (TYP)

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CASTING SPECIFICATIONS

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HEAVY DUTY MANHOLE FRAME AND COVER

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TRAFFIC MANHOLE

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PUBLIC SANITARY SEWER

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SECTION THROUGH FRAME

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WATER MANHOLE

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PRIVATE SANITARY SEWER

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2" LETTERS (RECESSED FLUSH)

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(2) CLOSED PICK HOLES

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(2) CLOSED PICK HOLES

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CUSTOM LOGO

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1 " LETTERS 12" LETTERS (RECESSED FLUSH)

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1 " LETTERS 12" LETTERS (RECESSED FLUSH)

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CUSTOM LOGO

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1 " LETTERS 12" LETTERS (RECESSED FLUSH)

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1 " LETTERS 12" LETTERS (RECESSED FLUSH)

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(2) CLOSED PICK HOLES

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(8) " DIA. HOLES 78" DIA. HOLES ON 15 " BOLT CIRCLE716" BOLT CIRCLE

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(2) OPEN PICK HOLES

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2" LETTERS

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SOLID COVER

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CONCEALED PICK HOLES

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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WATER, SEWER AND TRAFFIC CASTING SPECIFICATIONS

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DWG

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STANDARD-02.DWG

COST OF THE CASTING AND FINAL ADJUSTMENT

TO BE INCLUDED WITH THE COST OF THE STRUCTURE.

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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(SEE TABLE)

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(SEE TABLE)

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SEE ALTERNATE CORNER DETAIL

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ALTERNATE CORNER DETAIL

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BASE I.D.

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MIN. "T"

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MAX PIPE

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SIZE

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AutoCAD SHX Text 72"

AutoCAD SHX Text 84"

AutoCAD SHX Text 90"

AutoCAD SHX Text 96"

AutoCAD SHX Text 108"

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VARIES

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32" MIN.

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OPENING + 6" MIN.

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24" MIN.

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MAX. PIPE SIZE

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30" I.D. MAX.

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BASE I.D.

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48" DIA.

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48" DIA.

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5" MIN.

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24" DIA.

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24" DIA.

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MIN. "T"

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OPENING + 6" MIN.

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SECTION VIEWS OF REINFORCED PRECAST MANHOLES MANHOLE NO. 3

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MANHOLE GENERAL NOTES

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(FOR MANHOLES NO. 3, NO. 4, & NO. 5)

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60" TO 108" PRECAST BASE

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48" PRECAST BASE

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MAXIMUM PIPE SIZES

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(SEE GENERAL NOTES)

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1. ALL MANHOLES ARE TO BE PRECAST PER ASTM C-478 ALL MANHOLES ARE TO BE PRECAST PER ASTM C-478 UNLESS OTHERWISE APPROVED BY THE ENGINEER.

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2. JOINTS BETWEEN SECTIONS SHALL CONFORM TO ASTM JOINTS BETWEEN SECTIONS SHALL CONFORM TO ASTM C-443 (RUBBER GASKETS) AND SANITARY SEWER MANHOLES SHALL ALSO CONTAIN A 7/8" MASTIC BEAD PER ASTM C990.

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3. ALL MANHOLE BASE AND RISER SECTIONS SHALL BE SIZED ALL MANHOLE BASE AND RISER SECTIONS SHALL BE SIZED TO MEET MANUFACTURER'S RECOMMENDATIONS FOR PIPE DIAMETERS AND CONFIGURATIONS.

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4. 1 1/4" HOLES FOR HANDLING MAY BE CAST IN CONCRETE 1 1/4" HOLES FOR HANDLING MAY BE CAST IN CONCRETE RISER SECTIONS AND DOMES. AFTER INSTALLATION, HOLES SHALL BE FILLED WITH NON-SHRINKING MORTAR.

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5. CASTINGS SHALL BE AS SPECIFIED ON STANDARD DRAWING CASTINGS SHALL BE AS SPECIFIED ON STANDARD DRAWING FOR HEAVY DUTY MANHOLE FRAME AND COVER (REFER TO SHEET 2).

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6. ADJUSTING RINGS (5" MIN. - 12" MAX.) ARE REQUIRED ON ADJUSTING RINGS (5" MIN. - 12" MAX.) ARE REQUIRED ON ALL MANHOLES (REFER TO SHEET 6).

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7. CONCRETE COLLARS ARE REQUIRED ON ALL MANHOLES IN CONCRETE COLLARS ARE REQUIRED ON ALL MANHOLES IN THE PAVEMENT (REFER TO SHEET 17).

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8. MATERIALS: MATERIALS FOR BASES AND OTHER PRECAST MATERIALS: MATERIALS FOR BASES AND OTHER PRECAST SECTIONS, INCLUDING REINFORCEMENT NOT SPECIFIED HEREIN, SHALL COMPLY WITH THE REQUIREMENTS OF ODOT CMS 706.13.

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9. MANHOLE STEPS ARE NOT REQUIRED.MANHOLE STEPS ARE NOT REQUIRED.

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MORTAR

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ADJUSTING RINGS

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ECCENTRIC CONE TOP SECTION

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ADJUSTING RISERS

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O.D. + 2" OPENING

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BOTTOM CHANNEL

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BASE

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LOCATION OF STATION AND OFFSET FOR MANHOLE

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AS PER ODOT CMS 706.13

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FRAME AND COVER

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MORTAR

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ADJUSTING RINGS

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ECCENTRIC CONE TOP SECTION

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ADJUSTING RISERS

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ECCENTRIC TRANSITION

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AS PER ODOT CMS 706.13

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LOCATION OF STATION AND OFFSET FOR MANHOLE

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AS PER ODOT CMS 706.13

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BOTTOM CHANNEL

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BASE

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O.D. + 2" OPENING

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FRAME AND COVER

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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AutoCAD SHX Text MANHOLE No.3 AND MANHOLE GENERAL NOTES

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DWG

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STANDARD-03.DWG

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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STIRRUP AREA

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STIRRUP AREA

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48" DIA.

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5" MIN.

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48" MIN. DIAMETER

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6" MIN.

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1 IF REQUIRED BY CONDUIT SPECIFICATION

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2 ON ALL SIZES EXCEPT 48"

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NOTES

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LEGEND

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ELEVATION

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MANHOLE NO. 4

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SECTION A-A

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PLAN VIEW

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(SHOWING STIRRUP DETAIL)

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8'-0" NOMINAL LAYING LENGTH

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48" DIA.

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48" DIA.

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STIRRUP NODE 1

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STIRRUP 1

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INSIDE CAGE

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OUTSIDE CAGE

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2" PITCH

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PRECAST REINFORCED CONCRETE MANHOLE SECTIONS

AutoCAD SHX Text 6'-0" 45° DIAGONAL REINFORCING BARS (ODOT CMS 709.01) FOR 72" AND LARGER ONLY SEE ODOT SCD MH-4

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ADJUSTING RINGS (REFER TO SHEET 6)

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PRECAST FLAT TOP SECTION

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FOR DETAILS SEE SHEET 3

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1. GENERAL: BASE PIPE, 48" DIA. THROUGH 144" DIA., CONSISTS OF THE GENERAL: BASE PIPE, 48" DIA. THROUGH 144" DIA., CONSISTS OF THE DESIGN SHOWN AND AS REQUIRED FOR THE STRONGER OF THE TWO ADJOINING SECTIONS OF CONDUIT. PROVIDE OTHER MANHOLE COMPONENTS ABOVE THE BASE AS DETAILED OR SPECIFIED ON SHEETS 3 AND 6.

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2. APPLICATION: THE MANHOLE NO. 4 SHOWN HERE MAY BE USED WHERE NO APPLICATION: THE MANHOLE NO. 4 SHOWN HERE MAY BE USED WHERE NO CHANGE IN PIPE SIZE, DIRECTION OR SLOPE OCCURS, AND NO LATERAL SEWERS ENTER THE MANHOLE BELOW THE RISER SECTION.

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3. BEDDING: PROVIDE THE SAME BEDDING AS USED UNDER THE ADJOINING BEDDING: PROVIDE THE SAME BEDDING AS USED UNDER THE ADJOINING CONDUITS THAT MEETS THE REQUIREMENTS OF CMS 611.06.

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4. MANHOLE STEPS ARE NOT REQUIRED.MANHOLE STEPS ARE NOT REQUIRED.

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5. COST OF THE CASTING AND FINAL ADJUSTMENT TO BE INCLUDED WITH THE COST OF THE CASTING AND FINAL ADJUSTMENT TO BE INCLUDED WITH THE COST OF THE STRUCTURE.

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FRAME AND COVER (REFER TO SHEET 2))

AutoCAD SHX Text LONGITUDINAL BARS (CMS 709.01) EQUALLY SPACED FOR 72" AND LARGER ONLY SEE ODOT SCD MH-4

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TRENCH WALL

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CASTING DETAILS SEE ODOT SCD MH-4

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TRENCH WALL

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4000 PSI COMPRESSIVE STRENGTH CONCRETE BACKING

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CMS 611.06 BEDDING

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LIMITS OF 4000 PSI COMPRESSIVE STRENGTH CONCRETE BACKING

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DRAWN BY:

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DATE:

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DRAWING FILE:

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AutoCAD SHX Text MANHOLE No.4

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STANDARD-04.DWG

5. COST OF THE CASTING AND FINAL ADJUSTMENT TO BE

INCLUDED WITH THE COST OF THE STRUCTURE.

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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AS SHOWN

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AS SHOWN

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REINFORCING STEEL LIST

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C BAR

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AutoCAD SHX Text 4:1

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BAR SIZES FOR SEWERS

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SPACING

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BAR

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I.D. OF 30" AND UNDER 60" DIA., FOR I.D. OF 33" TO 42"

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48" TO 60"

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66" TO 78"

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84" TO 96"

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AutoCAD SHX Text INCLUDED FOR ESTIMATING PURPOSES ONLY. THE COST OFF FURNISHING AND PLACING ALL REINFORCING STEEL IS INCLUDED IN ITEM 611 FOR PAYMENT.

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1. MANHOLE: MANHOLE NO. 5 CONSISTS OF A BASE OR MANHOLE: MANHOLE NO. 5 CONSISTS OF A BASE OR BOTTOM AS DETAILED HERE AND OTHER MANHOLE COMPONENTS AS DETAILED OR SPECIFIED ON ODOT SCD MH-3. INSTEAD OF THE TONGUE AND GROOVE JUNCTION BETWEEN THE RISER AND THE BASE, THE BASE MAY HAVE A FLAT SURFACE AND THE RISER MAY HAVE A SQUARE END SET IN A BED OF MORTAR ON THE BASE.

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2. OPENINGS: PROVIDE PREFABRICATED OPENINGS FOR 42" OPENINGS: PROVIDE PREFABRICATED OPENINGS FOR 42" AND UNDER INLET AND OUTLET SEWER PIPES IN THE RISER SECTION UNLESS THE BASE IS BUILT TO AN ELEVATION 2" ABOVE THE MANHOLE TOP OF THE INLET AND OUTLET PIPES.

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T = WALL THICKNESS OF INTERCEPTING SEWER PIPE

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12" C/C BOTH WAYS

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3" C/C BOTH WAYS

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PERMISSIBLE CONSTR. JOINT

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PRECAST OPENING FOR SEWER

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48" TO 60" PRECAST CONCRETE RISER

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48" DIA., FOR

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I.D. OF 30" AND UNDER 60" DIA., FOR I.D. OF 33" TO 42"

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48" DIA., FOR

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C BARS

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D BARS

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48" DIA.

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D BARS

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B BARS

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C BARS

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E BARS

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B BARS

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B BARS

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48" DIA.

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PRECAST RISER

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D BARS

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B BARS

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B BARS

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CONSTRUCTION JOINT MAY BE OMITTED IF STEEL IS EXTENDED AND TIED

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48" DIA. MIN.

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A BARS

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A BARS

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48" DIA. MIN.

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B BARS

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E BARS

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B BARS

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D BARS

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48" DIA.

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C BARS

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A BARS

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A BARS

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6" MIN.

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NOTES

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PLAN VIEW

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MANHOLE NO. 5 BASE ON SEWER 42" AND UNDER

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SECTION A-A

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MANHOLE NO. 5 BASE ON SEWER 48" AND OVER

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SECTION B-B

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4. MANHOLE STEPS ARE NOT REQUIRED.MANHOLE STEPS ARE NOT REQUIRED.

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3. CONCRETE: USE 4000 PSI COMPRESSIVE STRENGTH CONCRETE: USE 4000 PSI COMPRESSIVE STRENGTH CONCRETE FOR THE BASES OR MEET THE REQUIREMENTS OF CMS 706.13. THE BASES MAY BE PRECAST OR CAST-IN-PLACE. IF PRECAST, PROVIDE A BASE ON SEWERS 42"AND UNDER WITH SUFFICIENT STEEL REINFORCEMENT TO PERMIT SHIPPING AND PLACEMENT WITHOUT DAMAGE TO THE BASE. REINFORCE THE BASE ON SEWERS 48" AND OVER AS SHOWN.

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DRAWN BY:

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DATE:

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DRAWING FILE:

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AutoCAD SHX Text MANHOLE No.5

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STANDARD-05.DWG

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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1. SOLID WALL PVC LINER TO MEET ASTM F-679, SOLID WALL PVC LINER TO MEET ASTM F-679, PS115, CELL CLASS 12454 PER ASTM D-1784. 2. WATERSTOP TO BE CONSTRUCTED OF SWELLSTOP WATERSTOP TO BE CONSTRUCTED OF SWELLSTOP 3/8" x 3/4" OR EQUAL. 3. SEALANT TO BE #900 SOLAR SEAL BY NPC SEALANT TO BE #900 SOLAR SEAL BY NPC SEALANTS OR EQUAL. 4. CHIMNEY SEAL IS NOT REQUIRED WHEN USING THE CHIMNEY SEAL IS NOT REQUIRED WHEN USING THE ALTERNATE CHIMNEY METHOD. 5. CONCRETE COLLARS ARE TO BE USED AT ALL CONCRETE COLLARS ARE TO BE USED AT ALL LOCATIONS (I.E. ROADWAYS, PARKING LOTS, GRASS AREAS, ETC.). SEE SHEET 17 FOR CONCRETE COLLAR DETAIL.

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ADJUSTING RINGS, 4" MIN. MIN. 12" MAX.

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WATERSTOP

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STANDARD MANHOLE DOME

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SEALANT AROUND BOTTOM OF LINER

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SEALANT AROUND TOP OF LINER

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30" DIA. PVC LINER 4" MIN., MIN., 12" MAX. HEIGHT

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24" DIA.

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1. ADJUSTING RINGS, PRECAST 2", 3", 4" AND 6" HEIGHT ADJUSTING RINGS, PRECAST 2", 3", 4" AND 6" HEIGHT SHALL BE REINFORCED WITH ONE NO. 3 GAGE WIRE OR EQUIVALENT. BRICK CAN BE USED FOR ADJUSTMENTS IF SO AUTHORIZED BY THE ENGINEER.

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2. RINGS SHALL BE PLACED ON A 1/4" BED OF CEMENT RINGS SHALL BE PLACED ON A 1/4" BED OF CEMENT MORTAR PER ODOT CMS 602.03.

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3. THE FOLLOWING SHALL BE CLEARLY STENCILED OR THE FOLLOWING SHALL BE CLEARLY STENCILED OR IMPRESSED ON EACH RISER RING: A. THE DATE OF MANUFACTURE B. THE NAME OR TRADE-MARK OF THE MANUFACTURE AND LOCATION OF THE PLANT.

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4. H.D.P.E. ADJUSTING RINGS MAY BE USED IN LIEU OF H.D.P.E. ADJUSTING RINGS MAY BE USED IN LIEU OF CONCRETE RINGS. H.D.P.E. RINGS SHALL BE INSTALLED USING CONSEAL CS-202 BUTYL SEALANT (ALL WEATHER SEALANT), OR EQUAL. 3/8"-THICK SEALANT SHALL BE USED BETWEEN RINGS. 1"-THICK SEALANT SHALL BE USED FOR STARTER RING AND BELOW CASTING. CHIMNEY SEALS ARE NOT REQUIRED WITH H.D.P.E. RINGS.

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5. CHIMNEY SEALS ARE NOT REQUIRED ON WATER VALVE, CHIMNEY SEALS ARE NOT REQUIRED ON WATER VALVE, AIR RELEASE AND BLOWOFF MANHOLES.

AutoCAD SHX Text FOR CONCRETE COLLARS ON FLAT TOP STRUCTURES, COLLARS AND CASTING SHALL BE PINNED TO THE TOP WITH TWO #4 BARS (ONE ON EACH SIDE) IN THE DIRECTION OF TRAFFIC.

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60" TO 96" DIA.

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48" DIA.

AutoCAD SHX Text DIA. + 2 x BASE WALL THICKNESS (T)

AutoCAD SHX Text DIA. + 2 x BASE WALL THICKNESS (T) MIN.

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6" MIN.

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MIN.

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24" DIA.

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60" TO 96" DIA.

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48" DIA.

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24" MIN.

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24" DIA.

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58" DIA. MIN.

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24" DIA.

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24" DIA.

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OPENING

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1/4" CEMENT MORTAR

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HEAVY DUTY MANHOLE FRAME AND COVER

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STANDARD MANHOLE DOME

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CHIMNEY SEAL

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ECCENTRIC CONE TOP SECTION

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FLAT TOP SECTION

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FLAT SLAB TRANSITION SECTION

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FLAT TOP SECTION

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ADJUSTING RINGS DETAIL

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ALTERNATE CHIMNEY DETAIL

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NOTES

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NOTES

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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MANHOLE TOP SECTIONS AND ADJUSTMENT RING DETAILS

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DWG

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STANDARD-06.DWG

INLET PIPE, SEE

PLAN FOR SIZE

EXISTING STRUCTURE

TO AN

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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NOTE: WELD ALL ENCASEMENT PIPE JOINTS.

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2" MIN. FROM THE OUTSIDE OF BELL

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SECURE TO MANHOLE WITH STAINLESS STEEL FASTENERS

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PIPE COUPLER

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FASTENER CONNECTIONS TO MANHOLE TO BE A MIN. OF 6" FROM ANY JOINT

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RELINER DROP BOWL OR EQUIVALENT

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CHANNEL MANHOLE TO DIRECT FLOW AS REQUIRED

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PVC

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INLET PIPE, SEE PLAN FOR SIZE

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STEPS IN EXISTING MANHOLES

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INTERNAL DROP CONNECTION ****

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INSERTA TEE OR CROSS

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DROP CONNECTION NOTES

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DROP CONNECTION

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SEWER BORING DETAIL

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1. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER THE DIFFERENCE IN ELEVATION OF INVERTS OF (2) INTERSECTING CONDUITS IS GREATER THAN 24 INCHES. DROP CONNECTION TO BE SAME DIAMETER AS INCOMING SEWER, BUT NO LARGER THAN 18".

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2. * FOR A DROP CONNECTION BEING CONSTRUCTED * FOR A DROP CONNECTION BEING CONSTRUCTED WITH FLEXIBLE PIPE, THE HEIGHT OF CONCRETE ENCASEMENT SHALL BE 6" ABOVE THE JOINT AT THE ELBOW.

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3. DROP CONNECTIONS INTO NEW MANHOLES SHALL BE DROP CONNECTIONS INTO NEW MANHOLES SHALL BE CONSTRUCTED WITH THE DROPS LOWER INVERT AT THE SAME ELEVATION AS THAT OF THE MAIN LINE CHANNEL. IF MAIN LINE IS LARGER THAN DROP, MATCH CROWNS OR ON VERY LARGE MAIN LINE SEWERS MATCH AT SANITARY ENGINEERS OPTION.

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4. ** ON NEW PRECAST DROP MANHOLES, CONCRETE SHALL ** ON NEW PRECAST DROP MANHOLES, CONCRETE SHALL EXTEND TO 5" ABOVE INCOMING LINE.

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5. *** REMAINING BACKFILL SHALL BE GRANULAR MATERIAL *** REMAINING BACKFILL SHALL BE GRANULAR MATERIAL PER 611.02 AS AMENDED BY THE CITY OF TOLEDO.

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AREA BETWEEN CASING BETWEEN CASING AND SEWER PIPE SHALL BE FILLED WITH LSM

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BULKHEAD EACH END

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GRANULAR BEDDING

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WOOD BLOCKS

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STEEL ENCASEMENT PIPE PER 748.06

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STEEL ENCASEMENT PIPE

AutoCAD SHX Text WOOD BLOCKS-BAND TO EACH LENGTH OF PIPE. ALLOW 1" (MAX.) CLEARANCE BETWEEN BLOCKS AND CASING PIPE FOR EASE OF INSTALLATION.

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AREA BETWEEN CASING AND SEWER PIPE FILLED WITH LSM

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**** WHERE SPECIFIED OR APPROVED BY THE ENGINEER

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FOR USE ON MANHOLE NO. 3

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STEPS IN EXISTING MANHOLES

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8" CLEANOUT ABOVE DROP

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KOR-N-SEAL BOOT OR APPROVED EQUAL ASTM C-923

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8" GRANULAR BASE

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CLASS "QC1" CONCRETE OR LSM BACKFILL

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KOR-N-SEAL BOOT OR APPROVED EQUAL ASTM C-923

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INTERNAL MANHOLE DROP CONNECTION****

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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MANHOLE WITH DROP CONNECTION AND SEWER BORING DETAIL

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DWG

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STANDARD-07.DWG

6" PVC INSERT

ADAPTOR S x S

6" PVC INSERT

ADAPTOR S x S

WYE OR

TEE WYE

6" PVC

INSERT

ADAPTOR

S x S

" WYE OR TEE WYE FITTING "

WYE OR

TEE WYE

WYE OR

TEE WYE

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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%%USANITARY SEWER NOTES:

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%%URISER CONSTRUCTION

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%%UTYPE 1

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%%UTYPE 2

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%%UTAP CONNECTIONS TO SEWERS:

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%%UPLAN

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INVERT

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1. ONE HOUSE/BUILDING CONNECTION PER TAP WILL BE PERMITTED FOR NEW SEWER SERVICE LATERALS. ONE HOUSE/BUILDING CONNECTION PER TAP WILL BE PERMITTED FOR NEW SEWER SERVICE LATERALS. 2. RISERS ARE REQUIRED WHEN SEWER DEPTHS EXCEED 12' (TYPE 1) RISERS ARE REQUIRED WHEN SEWER DEPTHS EXCEED 12' (TYPE 1) 3. ALL SANITARY SEWER LATERALS CONSTRUCTED FOR EXISTING BUILDINGS WITH BASEMENTS SHALL BE A MINIMUM OF 3' ALL SANITARY SEWER LATERALS CONSTRUCTED FOR EXISTING BUILDINGS WITH BASEMENTS SHALL BE A MINIMUM OF 3' BELOW THE BASEMENT FLOOR ELEVATION AT THE PROPERTY LINE OR RIGHT-OF-WAY LINE. IF THE PROPERTY IS A VACANT LOT, THE LATERAL SHALL BE A MINIMUM OF 8' BELOW THE FINISH GROUND SURFACE AT THE RIGHT-OF-WAY LINE OR PROPERTY LINE. ANY DEVIATION FROM THE ABOVE MINIMUM STANDARDS, SHALL BE SHOWN ON THE PLANS.

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6" MIN. LATERAL TO PROPERTY LINE

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6" PLUG (OR SERVICE CONNECTION AS REQUIRED)

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PROPERTY LINE OR R/W

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BRANCH

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SEWER MAIN AS SHOWN ON PLANS

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FINISH GROUND SURFACE

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12'-0" OR LESS

AutoCAD SHX Text REMOVABLE WATERTIGHT AND AIRTIGHT PLUG AS RECOMMENDED OR SUPPLIED BY PIPE MANUFACTURER, OR CONNECT TO EXISTING SERVICE AS REQUIRED

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INVERT OF LATERAL

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ANGLE AS REQUIRED

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SEWER MAIN

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2"X2" LOCATION STAKE PLACED IN BACKFILL (MIN. 6' HIGH)

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BACKFILL PER TRENCH DETAIL SHEET 1

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6" MIN.

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GRANULAR BEDDING PER TRENCH DETAIL SHT. 1

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INVERT

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FINISH GROUND SURFACE

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GREATER THAN 12'-0"

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INVERT OF LATERAL

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SEWER MAIN

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2"X2" LOCATION STAKE PLACED IN BACKFILL (MIN. 6' HIGH)

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BACKFILL PER TRENCH DETAIL SHEET 1

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6" MIN.

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GRANULAR BEDDING PER TRENCH DETAIL SHT. 1

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6" 45°BEND

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(2) 6" 45°BENDS

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RISER HEIGHT FOR PAYMENT

AutoCAD SHX Text REMOVABLE WATERTIGHT AND AIRTIGHT PLUG AS RECOMMENDED OR SUPPLIED BY PIPE MANUFACTURER, OR CONNECT TO EXISTING SERVICE AS REQUIRED

AutoCAD SHX Text WHENEVER IT BECOMES NECESSARY TO PUT A NEW TAP CONNECTION IN TO AN EXISTING SEWER AND SAID CONNECTION IS NOT SHOWN ON THE PLANS, ONE OF THE FOLLOWING METHODS SHALL BE USED TO ACCOMPLISH THE CONNECTION: 1. WHENEVER POSSIBLE A SHALL BE INSTALLED. WHENEVER POSSIBLE A SHALL BE INSTALLED. 2. WHERE METHOD 1 CANNOT BE UTILIZED, TAPPING DIRECTLY INTO THE SEWER WITH AN INSERTA TEE OR APPROVED EQUAL WHERE METHOD 1 CANNOT BE UTILIZED, TAPPING DIRECTLY INTO THE SEWER WITH AN INSERTA TEE OR APPROVED EQUAL MAY BE PERMITTED. 3. WHERE METHOD 1 OR 2 CANNOT BE UTILIZED, TAPPING DIRECTLY INTO THE SEWER BY CUTTING THE EXISTING PIPE IN SUCH WHERE METHOD 1 OR 2 CANNOT BE UTILIZED, TAPPING DIRECTLY INTO THE SEWER BY CUTTING THE EXISTING PIPE IN SUCH A MANNER AS TO PREVENT PROJECTIONS OR OBSTRUCTIONS WITHIN THE INTERIOR OF EITHER PIPE THE JOINT AT THE INTERSECTION OF THE TWO PIPES SHALL BE TIGHTLY SEALED WITH A WATERSTOP GASKET, HYDRAULIC CEMENT MORTAR, AND A CONCRETE COLLAR. 4. WHEN RECONNECTING EXISTING SERVICE LATERALS TO A NEW SEWER MAIN, THE DIAMETER OF THE NEW SERVICE WHEN RECONNECTING EXISTING SERVICE LATERALS TO A NEW SEWER MAIN, THE DIAMETER OF THE NEW SERVICE CONNECTION IS TO MATCH THE DIAMETER OF EXISTING LATERAL.

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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SANITARY SEWER RISER DETAILS

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DWG

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STANDARD-08.DWG

HOUSE SEWER CLEANOUT INSTALLATION

EXTERNAL BACKWATER VALVE DETAIL**

TEE CONSTRUCTION

CLEANOUT INSTALLATION

DETAIL

WYE CONSTRUCTION

CLEANOUT INSTALLATION

DETAIL

WYE CONSTRUCTION

CLEANOUT INSTALLATION

UNDER WALK DETAIL

EXTERNAL BACKWATER VALVE INSTALLATION

WITH REQUIRED WYE CLEANOUT

*CLEANOUT NOTES

**EXTERNAL BACKWATER VALVE NOTES

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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FLOW

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REMOVABLE INSIDE ASSEMBLY

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EXISTING PIPE

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MAINTAIN SEWER SLOPE

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SEE DETAIL AT LEFT (EXISTING CLAY SERVICE LINE SHOWN)

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SEE DETAILS TO LEFT (TEE CONSTRUCTION SHOWN)

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1. ALL CONSTRUCTION MATERIALS SHALL BE APPROVED ALL CONSTRUCTION MATERIALS SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEGINNING OF THE CONSTRUCTION.

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1. ALL CONSTRUCTION MATERIALS SHALL BE APPROVED ALL CONSTRUCTION MATERIALS SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEGINNING OF THE CONSTRUCTION.

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2. BACKWATER VALVES MUST BE INSTALLED WITH A BACKWATER VALVES MUST BE INSTALLED WITH A CLEANOUT, WHICH MUST BE WYE CONSTRUCTION AND MUST BE INSTALLED DOWNSTREAM OF THE BACKWATER VALVE, WITH THE WYE ORIENTED DOWNSTREAM.

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3. BACKWATER VALVE INSTALLED OUTSIDE THE HOME MUST BACKWATER VALVE INSTALLED OUTSIDE THE HOME MUST BE AN EXTENDABLE BACKWATER TYPE SUCH AS CLEAN CHECK, INC.'S 6" PVC EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL.

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4. 6" BACKWATER VALVES MAY BE INSTALLED UTILIZING 6" BACKWATER VALVES MAY BE INSTALLED UTILIZING REDUCERS IF THE EXISTING SEWER LINE IS 8" OR 9".

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5. RIM OF BACKWATER VALVE AND CLEANOUT RISERS RIM OF BACKWATER VALVE AND CLEANOUT RISERS SHOULD NORMALLY BE FLUSH WITH EXISTING GROUND, BUT MAY RISE ABOVE GROUND LEVEL IF OWNER PREFERS.

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EXISTING GROUND

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*HOUSE SEWER CLEANOUT PLUG MUST BE WATERTIGHT

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6" CLEANOUT

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CONNECT TO EXISTING

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BACKFILL WITH SOIL FLUSH TO EXISTING GROUND

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EXISTING GROUND

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*HOUSE SEWER CLEANOUT PLUG MUST BE WATERTIGHT

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6" CLEANOUT

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CONNECT TO EXISTING

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BACKFILL WITH SOIL FLUSH TO EXISTING GROUND

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4" CONCRETE SIDEWALK

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*HOUSE SEWER CLEANOUT PLUG MUST BE WATERTIGHT

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6" CLEANOUT

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CONNECT TO EXISTING

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COMPACTED GRANULAR BACKFILL

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SOIL STACK

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CLEANOUT

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PUBLIC SEWER MAIN

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6" HOUSE SEWER LATERAL

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INCREASER

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PUBLIC STREET

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OR R/W

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EXISTING GROUND

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HOUSE

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SOIL STACK

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CLEANOUT

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6" HOUSE SEWER LATERAL

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INCREASER

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PUBLIC STREET

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EXISTING GROUND

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HOUSE

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BACKFILL WITH SOIL FLUSH TO EXISTING GROUND

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BACKFILL WITH SOIL FLUSH TO EXISTING GROUND

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PUBLIC SEWER MAIN

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BACKWATER VALVE

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BACKFILL WITH SOIL FLUSH TO EXISTING GROUND

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EXISTING GROUND

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THREADED CAP

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COLLAR

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INSERT PIPE

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FLAPPER ASSEMBLY

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FLAPPER

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ADAPTOR FOR THREADED PLUG

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RISER PIPE

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PVC STUB

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FLEXIBLE COUPLING USE WHERE NECESSARY

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VALVE BODY

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OR R/W

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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CLEANOUT AND EXTERNAL BACKWATER VALVE INSTALLATION DETAIL

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DWG

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STANDARD-09.DWG

CONSTRUCTION STANDARDS

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FRAME AND COVER

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ADJUSTING RINGS

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STAKING POINT AT CENTER OF STRUCTURE

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5" PRECAST CONCRETE WALL

AutoCAD SHX Text PROVIDE A MINIMUM OF 1/2" CLEARANCE USING LINK-SEAL, MORTARED-IN RECYCLED RUBBER EXPANSION MATERIAL OR EQUAL

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CONCRETE BLOCK UNDER VALVE

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4'-0" INSIDE

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VARIABLE

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8" MIN.

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DIAMETER "D"

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4' DIAMETER WATER MANHOLE

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(FOR USE ON MAINLINE WATER VALVES LESS THAN OR EQUAL TO 10" DIAMETER)

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#57 STONE

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36" DIA. OPENING CENTERED IN BASE

AutoCAD SHX Text PROVIDE A MINIMUM OF 1/2" CLEARANCE USING LINK-SEAL, MORTARED-IN RECYCLED RUBBER EXPANSION MATERIAL OR EQUAL

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TAPPING VALVE

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EXISTING WATER MAIN AT TAP

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#57 STONE

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5'-0" INSIDE

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DIAMETER "D"

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5' DIAMETER WATER MANHOLE

AutoCAD SHX Text (FOR USE ON ALL TAPPING VALVES 12" DIAMETER AND SMALLER AND 12" DIAMETER MAINLINE WATER VALVES)

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CONCRETE BLOCK UNDER VALVE

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VARIABLE

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FRAME AND COVER

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ADJUSTING RINGS

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FLAT SLAB TOP

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5" PRECAST CONCRETE WALL

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8" MIN.

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STAKING POINT AT CENTER OF VALVE

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1. (NOTES FOR 4' AND 5' DIAMETER WATER MANHOLES; AND AIR (NOTES FOR 4' AND 5' DIAMETER WATER MANHOLES; AND AIR RELEASE, BLOWOFF AND BUTTERFLY VALVE MANHOLES) 2. ALL MANHOLES ARE TO BE PRECAST PER ASTM C478 UNLESS ALL MANHOLES ARE TO BE PRECAST PER ASTM C478 UNLESS OTHERWISE APPROVED BY THE ENGINEER. 3. JOINTS BETWEEN SECTIONS SHALL CONFORM TO ASTM C-443 JOINTS BETWEEN SECTIONS SHALL CONFORM TO ASTM C-443 (RUBBER GASKETS). 4. 1 1/4" HOLES FOR HANDLING MAY BE CAST IN CONCRETE RISER 1 1/4" HOLES FOR HANDLING MAY BE CAST IN CONCRETE RISER SECTIONS AND DOMES. AFTER INSTALLATION, HOLES SHALL BE FILLED WITH NON-SHRINKING MORTAR. 5. CASTINGS SHALL BE AS SPECIFIED ON STANDARD DRAWING FOR CASTINGS SHALL BE AS SPECIFIED ON STANDARD DRAWING FOR HEAVY DUTY MANHOLE FRAME AND COVER. (REFER TO SHEET 2.) COST OF CASTING AND FINAL ADJUSTMENT TO BE INCLUDED WITH THE COST OF THE STRUCTURES 6. ADJUSTING RINGS (4" MIN. - 12" MAX.) ARE REQUIRED ON ALL ADJUSTING RINGS (4" MIN. - 12" MAX.) ARE REQUIRED ON ALL MIN. - 12" MAX.) ARE REQUIRED ON ALL MANHOLES. (REFER TO SHEET 6.)

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7. CONCRETE COLLARS ARE REQUIRED ON ALL MANHOLES IN THE PAVEMENT. (REFER TO SHEET 17). 8. MATERIALS: MATERIALS FOR BASES AND OTHER PRECAST SECTIONS, INCLUDING REINFORCEMENT NOT SPECIFIED HEREIN, SHALL COMPLY WITH THE REQUIREMENTS OF ODOT CMS 706.13. 9. STEPS SHALL MEET THE REQUIREMENTS OF ODOT CMS 611.02. 10. WHERE TOP OF OPERATING NUT WILL BE GREATER THAN 4'-0" BELOW GRADE, PROVIDE VALVE STEM EXTENSION AND STEM GUIDES, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 11. WHERE OPERATING NUT IS NOT ACCESSIBLE THROUGH MANHOLE COVER, PROVIDE CAST IRON VALVE BOX TOP SECTION, RING AND COVER, CENTERED OVER OPERATING NUT. TOP SECTION SHALL NOT PROTRUDE BEYOND BOTTOM OF FLAT SLAB TOP. 12. COST OF THE CASTING AND FINAL ADJUSTMENT TO BE INCLUDED WITH THE COST OF THE STRUCTURE.

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WATER MANHOLE GENERAL NOTES

AutoCAD SHX Text PROVIDE A MINIMUM OF 1/2" CLEARANCE USING LINK-SEAL, MORTARED-IN RECYCLED RUBBER EXPANSION MATERIAL OR EQUAL

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6'-0" FOR 16" VA. 8'-0" FOR 24" VA.

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INSIDE DIAMETER "D"

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6' & 8' DIAMETER WATER MANHOLE

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CONCRETE BLOCK UNDER VALVE

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VARIABLE

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FRAME AND COVER

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ADJUSTING RINGS

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FLAT SLAB TOP

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PRECAST CONCRETE WALL

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8" MIN.

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STAKING POINT AT CENTER OF STRUCTURE

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(FOR USE ON MAINLINE WATER VALVES 16" & 24" DIAMETER)

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#57 STONE

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36" DIA. OPENING CENTERED IN BASE

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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WATER VALVE MANHOLES (4' THRU 8' DIAMETER AND WATER MANHOLE GENERAL NOTES

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DWG

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STANDARD-10.DWG

"d"

WATER MAIN

DIAMETER "d"

8" 4'-0" 1" 12" 4'-0" 1" 16" 5'-0" 2" 24" 5'-0" 2"

AIR RELEASE

ASSEMBLY

DIAMETER

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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* AIR RELEASE ASSEMBLIES TO BE INSTALLED IN MANHOLES IDENTIFIED ON PLANS.

AutoCAD SHX Text NOTE: THE STATION AND OFFSETS ARE GIVEN FOR THE VALVE POSITION ON THE MAIN LINES. THE STRUCTURES SHALL BE OFFSET, AS REQUIRED, SO THAT VALVES CAN BE OPERATED THROUGH THE MANHOLE LID.

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NOTE CONTRACTOR MUST SUBMIT DRAWINGS AND SPECIFICATIONS TO THE ENGINEER.

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WATER MAIN DIAMETER

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16" 6'-0" DIA. 24" 8'-0" DIA.

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BUTTERFLY VALVE MANHOLE

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FRAME AND COVER

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ADJUSTING RINGS 6" MIN., 12" MAX.

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MANHOLE STEPS @ 16" C.C

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GRADE

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PRECAST TOP SLAB

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VALVE AND OPER.

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3" STONE

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#5 BARS @ 12" C/C

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CONC. PIER

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CONC. PIER

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SLOPE FLOOR TO SUMP

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PRECAST CONCRETE SECTIONS

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DIAMETER "D"

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VALVE STEM EXTENSION

4' MAX.

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FRAME AND COVER

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ADJUSTING RINGS 6" MIN., 12" MAX.

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GRADE

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4' MAX.

18" DIAMETER SUMP

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CONC. FILL

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CONC. PIER

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SLOPE FLOOR TO SUMP

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#5 BARS @ 12" C/C BOTH WAYS

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VALVE AND OPER.

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2" BRONZE GATE VALVE

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2" COPPER OR BRASS NIPPLE

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2" TAP BY CONTRACTOR

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2" CORPORATION

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AIR RELEASE ASSEMBLY

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PRECAST CONCRETE SECTIONS

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STEM GUIDE

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VALVE STEM EXTENSION

AutoCAD SHX Text PROVIDE A MINIMUM OF " 12" CLEARANCE USING LINK-SEAL, MORTARED-IN RECYCLED RUBBER EXPANSION MATERIAL OR EQUAL

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NOTE: SEE SHEET 10 FOR WATER MANHOLE GENERAL NOTES.

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AIR RELEASE ASSEMBLY & MANHOLE

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FRAME AND COVER

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ADJUSTING RINGS 6" MIN., 12" MAX.

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GRADE

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BRONZE GATE VALVE

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COPPER OR BRASS NIPPLE

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TAP BY CONTRACTOR

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CORPORATION

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AIR RELEASE ASSEMBLY

AutoCAD SHX Text PROVIDE A MINIMUM OF " 12" CLEARANCE USING LINK-SEAL, MORTARED-IN RECYCLED RUBBER EXPANSION MATERIAL OR EQUAL

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#5 BARS @ 12" C/C BOTH WAYS

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18" DIAMETER SUMP

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CONC. FILL

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CONC. PIER

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SLOPE FLOOR TO SUMP

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DIAMETER

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PRECAST CONCRETE SECTIONS

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OF WATER MAIN

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MANHOLE STEPS @ 16" C.C

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VALVE STEM GUIDES @ POINTS13 POINTS

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12-#5 BENT DOWELS @ 12" C/C

AutoCAD SHX Text PROVIDE A MINIMUM OF " CLEARANCE USING 12" CLEARANCE USING LINK-SEAL, MORTARED-IN RECYCLED RUBBER EXPANSION MATERIAL OR EQUAL

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#5 @ 7" C/C EACH WAY TOP AND BOTTOM

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BLOW-OFF MANHOLE

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7'-0" CONCRETE BASE

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2'-0" SPLASH BLOCK

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FRAME AND COVER

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4' MAX.

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TOP OF OPERATING NUT

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VALVE STEM EXTENSION

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CONCRETE PIER

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ANCHORING PIPE (SIZE PER PLAN)

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CONCRETE PIPE SUPPORT

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ADJUSTING RINGS

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PRECAST ECCENTRIC CONE

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PRECAST ECCENTRIC REDUCER

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PRECAST RISER SECTION ("O" RING)

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FLANGED GATE VALVE W/ BLIND FLANGE (SIZE PER PLAN)

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BRANCH

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CLASS 2 CONCRETE FILL

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TOP CONCRETE SPLASH BLOCK

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5' DIAMETER

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4" MIN.

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CONCRETE BASE VARIES

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DRAWN BY:

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DATE:

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SCALE:

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DRAWING FILE:

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AIR RELEASE, BLOWOFF AND BUTTERFLY VALVE MANHOLES

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DWG

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STANDARD-11.DWG

5" DIA. MIN.

CLEANOUT PORTSNOUT OIL-DEBRIS

HOOD BY BMP, INC.,

ADJUSTING RINGS

(REFER TO SHEET 6)

5. ** SUMP DEPTH TO BE 3'-0" MINIMUM FOR TRAPPED

OUTLET STRUCTURE.

CITY OF TOLEDO

CONSTRUCTION STANDARDS

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NOTES

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1. * LOCATION FOR SURVEY STAKING. CASTING ELEVATION * LOCATION FOR SURVEY STAKING. CASTING ELEVATION WILL BE TOP OF CURB GRADE AT STAKING POINT. 2. GUTTER ELEVATION IS 8" BELOW CURB GRADE AT GUTTER ELEVATION IS 8" BELOW CURB GRADE AT STAKING POINT. 3. REFER TO SHEET 15 FOR CATCH BASIN NOTES. REFER TO SHEET 15 FOR CATCH BASIN NOTES. 4. COST OF THE CASTING AND FINAL ADJUSTMENT TO BE COST OF THE CASTING AND FINAL ADJUSTMENT TO BE INCLUDED WITH THE COST OF THE STRUCTURE.

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DUMP NO

AutoCAD…

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