Path Scope PART 3.pdf

February 8, 2023

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

SPECIAL PROVISION

SECTION 108 - PROSECUTION AND PROGRESS

Retain Sub-Section 108.08 as written and add the following:

108.08. Failure or Delay in Completing Work on Time

D. Restrictive Work Hours

1. Failure to re-open travel lanes as specified in Special Provision Section 150.6.A will result in the assessment of liquidated damages in the amount of $1,000.00, per hour or portion thereof.

The above rates are cumulative and are in addition to any Liquidated Damages which may be assessed for failure to complete the overall project ppeters Text Box

PATH400 TRAIL PEACHTREE PARK

February 8, 2023

STATE OF GEORGIA

SPECIAL PROVISION

SECTION 150 – TRAFFIC CONTROL

Delete Subsection 150.6 and add the following:

150.6 Special Conditions:

A. Lane Closures

The Contractor shall not install lane closures, shoulder closures (if applicable), pace traffic or move equipment or materials that interferes with traffic on local side streets between the hours of 6:00 am to 9:00 am and 3:00 pm to 6:00 pm, Monday through Friday.

The Contractor shall coordinate all lane closures and construction access from county, city, and state roads and streets with the the City of Atlanta ppeters

Revised: June 23,2023

Georgia Department of Transportation State of Georgia

Special Provision

Section 999 — PATH Trail Signage Specifications

1. ALUMINUM SIGN BLANKS SHOULD MEET REQUIREMENTS OF GEORGIA DOT SECTION 912--SIGN BLANKS AND PANELS. ALL SIGNS TO BE MADE WITH AT LEAST 0.125-INCH THICK ALUMINUM USING METAL THAT MEETS

THE REQUIREMENTS OF ASTM B 209 (B 209M), ALLOY 6061-T-6 OR 5052-H38.

2. SIGNS LOCATED WITHIN RIGHT-OF-WAY SHALL USE RETROREFLECTIVE VINYL WITH AT LEAST 10-YEAR LIFE EXPECTANCY AND FOLLOW THE FEDERAL HIGHWAY ADMINISTRATION (FHA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SPECIFICATIONS. PLEASE SEE THE FOLLOWING TABLE FOR RECOMMENDED

PRODUCTS FOR RETROREFLECTIVE VINYL SIGNS WITHIN THE RIGHT-OF-WAY:

RETRO REFLECTIVE VINYL

PRODUCT NAME LIFE EXPECTANCY

3M™ High Intensity Reflective Sheeting 10YR ORALITE® 5800 High Intensity Grade Reflective Sheeting 10YR

OTHER PRODUCTS MUST BE APPROVED BY PATH PROJECT

MANAGEMENT BEFORE USE AT LEAST 10YR

ALL REFLECTIVE SIGNS MUST INCLUDE ANTI-GRAFFITI LAMINATE OF AT LEAST 10-YEAR LIFE EXPECTANCY. PLEASE

SEE THE FOLLOWING TABLE FOR RECOMMENDED PRODUCTS FOR ANTI-GRAFFITI LAMINATE:

ANTI-GRAFFITI FILMS:

3M™ Protective Overlay Film Series 1160 10YR

OTHER PRODUCTS MUST BE APPROVED BY PATH PROJECT AT LEAST 10YR

MANAGEMENT BEFORE USE

3. ALL SIGNS MUST HAVE AT LEAST 10-YEAR LIFE EXPECTANCY, INCLUDING ANY CUSTOM TEXT AND GRAPHICS ON SIGNS. IF SIGN INCLUDES CUSTOM TEXT AND GRAPHICS ON ONLY ONE FACE, THEN THE BACK PANEL MUST BE BLACK WITH AT LEAST 10-YEAR LIFE EXPECTANCY. PLEASE SEE THE FOLLOWING TABLE FOR

RECOMMENDED PRODUCTS FOR CUSTOM TEXT AND GRAPHICS:

CUSTOM TEXT AND GRAPHICS:

Direct Print to Aluminum with Grip Gard BC System with satin, anti-graffiti clear-coat 10YR

OTHER PRODUCTS MUST BE APPROVED BY PATH PROJECT AT LEAST 10YR

MANAGEMENT BEFORE USE

ppeters

4. ALL SIGNS MUST BE PRINTED WITH NAME BRAND INKS FROM THE PRINTING EQUIPMENT

MANUFACTURER FOR THE PRINTER USED TO CREATE THE SIGN.

5. ON STANDARD SIGNS, THE BLACK BORDER IS INSET 3/8” FROM EACH EDGE. THE THICKNESS OF THE BLACK BORDER IS ALSO ¼”, OR 18 POINT. SIGNS AT OR LARGER THAN 24” X 36” MAY COME FROM THE ARCHITECTURAL FIRM WITH LARGER BORDERS. THESE BORDERS MUST BE CONSISTENT ON ALL FOUR EDGES AND

MATCH STANDARD DIE CUT CURVES ON THE CORNERS.

Aesthetically pleasing original quiet design

• � �Electronic magnetic limits eliminate old style mechanical switches that can wear out, break or fail

• � �Automatic self-setting limits mean no limit switch adjustments – ever

• � �Safety – built-in mechanical and electronic reverse system

• � �Advanced microprocessor control board features program-ming switches to set the mode of operation required and has ports for DKS plug-in loop detectors to simplify wiring

• � �5-Year limited warranty

6300 VEHICULAR

SWING GATE OPERATOR

Entrapment Prevention system reverses gate on contact

Smooth Operation no slamming when gate closes

Arm Joint Cover helps eliminate pinch points

Unique Design simplifies installation and provides easy access to all internal parts

RESIDENTIAL • COMMERCIAL • INDUSTRIAL

ACCESS CONTROL SOLUTIONS

Shown on Post Mount

MECHANICAL

Primary reduction is provided by a pulley / belt driving a worm gear reduction system

The 6300 rotates the gate 90° in approximately 16-18 seconds

G90 galvanized steel frame to prevent rusting

Two-piece articulating arm mechanical slow-start / slow-stop function

Operator is pad or post mounted – specify which

Keyed access is provided to release arm for manual gate operation in the event of a power outage

GATE TRACKERTM

Reporting output provides operator data to a DKS 1833, 1835, 1837 or 1838 access control system (requires 2358 expansion board)

ELECTRICAL

Self-adjusting, no maintenance magnetic limits

Auto-close timer (1-23 seconds)

Gate overlap feature for bi-parting (dual) gate operation

Simple connection for secondary operator in bi-parting gate systems

Tamper protect feature

Built-in On / Off switch

Built-in alarm reset switch

Selectable shadow / reverse loop function

Magnetic lock output

Ports for plug-in open and reverse loop detectors (DKS plug-in detectors only)

Two 115 VAC convenience outlets for accessory transformers

MISCELLANEOUS

Environmental: 10°F to 115°F (-12°C to 62°C)

Thermostatically controlled heater kit recommended for colder environments

Shipping weight approximately 120-160 lb (54-73 kg) depending on model and options selected

Operator requires monitored Type B1 and/or Type B2 entrapment protection devices

* Assumes gate to be in good condition and swinging in a level plane.

** �These operators use a step-down transformer to achieve 115 VAC operating voltage.

CLASS OF

OPERATION

MAX GATE

LENGTH*

I, II, III, IV

MAX GATE

WEIGHT*

MOTOR

INPUT

OPTIONS

Conforms To ANSI/CAN/UL 325:2017 Ed. 7 Certified To CSA C22.2 #247

18 ft (5.5 m)

700 lb (318 kg)

1/2 HP

Continuous Duty

AC Motor

115 VAC, 60 Hz, 5.4A 208 VAC, 60 Hz, 2.8A** 230 VAC, 60 Hz, 2.7A** 460 VAC, 60 Hz, 1.4A**

Post or Pad Mount Heater Kit

Uphill Arm Pivot Kit

I, II, III, IV

22 ft (6.7 m)

800 lb (362 kg)

1 HP

Continuous Duty

AC Motor

115 VAC, 60 Hz, 9.7A 208 VAC, 60 Hz, 5.0A** 230 VAC, 60 Hz, 4.9A** 460 VAC, 60 Hz,2.5A**

Post or Pad Mount Heater Kit

Uphill Arm Pivot Kit

DISTRIBUTED BY:MEMBER:DoorKing,® Inc.

Access Control Solutions since 1948

120 S. Glasgow Avenue, Inglewood, California 90301 U.S.A.

Tel: 310-645-0023 FAX: 310-641-1586 www.doorking.com

© 2020 All Rights Reserved.

Product specifications may change without notice. Rev. 6/20

6300 VEHICULAR

SWING GATE OPERATOR

1/2 HP 1 HP

TECHNICAL FEATURES

Pad mount adds 10.25” (260mm) to height dimension.

Post mount operator height is adjustable by the installer.

CITY OF ATLANTA

CAPITAL PROGRAM

ADDITIONAL PROJECT DETAILS

1. Listed below are links to specifications and details for Georgia Department of Transportation, City of Atlanta, and any specialty details provided by the designer or other entity. Bidders are advised this list is not exhaustive. Neither the City nor Georgia DOT takes responsibility for broken and/or inactive links. Bidders should verify they are referencing the most current version of specifications and details prior to submitting their final bids.

GDOT Standard Specifications and Special Provisions http://www.dot.ga.gov/PS/Business/Source

GDOT Construction Standards and Details http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/Al lItems.aspx

City of Atlanta Standard Details for Work in the Public Right of Way https://www.atlantaga.gov/government/departments/public-works/standard-details-public-right-of-way

Atlanta Department of Transportation Right of Way Manual https://www.atlantaga.gov/home/showdocument?id=44400

2. ATLDOT Large Sign (48” X 84”) and Small Sign (24” X 30”) details attached as PDF.

3. Special Provisions: The following special provisions are included for your reference:

a. SP 108 – Prosecution and Progress

b. SP 150 – Traffic Control

4. SPECIAL CONDITIONS

SC-1 CALL BEFORE YOU DIG (811)

The Contractor is required to call in for an 811 ticket for the project prior to any ground disturbing activities.

SC-2 COMMUNITY NOTIFICATIONS

The Contractor shall coordinate the start of the work, any planned service disruptions/outages, access/entrance restrictions or property, and any road closures as allowed in SP 150 with the ATLDOT Communications Team, PATH Foundation, and Livable Buckhead, Inc. at least 5 business days in advance.

5. GDOT Work Code(s): Bidders must provide GDOT Prequalified Prime Contractor and Subcontractor Certification for the Team and/or JV (including all sub-contractors) in the following Work Code Classifications specified below. The major Work Code Classifications shall be required.:

http://www.dot.ga.gov/PS/Business/Source http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx https://www.atlantaga.gov/government/departments/public-works/standard-details-public-right-of-way https://www.atlantaga.gov/government/departments/public-works/standard-details-public-right-of-way https://www.atlantaga.gov/home/showdocument?id=44400

CITY OF ATLANTA

CAPITAL PROGRAM

ADDITIONAL PROJECT DETAILS

Work Class Table

New Work Code Description NAICS Code

150 Traffic Control 561990

163 Miscellaneous Erosion Control Items 561730

201 Clearing and Grubbing Right of Way 238910

205 Roadway Excavation 238910

441 Miscellaneous Concrete 237310

550 Strm Dr Pipe, Pipe-Arch Clvt, Sd Dr Pipe 237990

636 Highway Signs 237310

647 Traffic Signal Installation 238210

653 Thermoplastic Traffic Stripe 237310

668 Miscellaneous Drainage Structures 238910

680 Lighting Standards and Luminaires 238210

700 Grassing 561730

702 Vine, Shrub, and Tree Planting 561730

COVER

INDEX

GENERAL NOTES

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

UTILITY LEGEND

CONSTRUCTION PLANS

UTILITY PLANS

SIGNING AND MARKING PLANS

REVISION SUMMARY

01-0001

02-0001

03-0001

04-0001 TO 04-0002

13-0001 TO 13-0002

24-0001 TO 24-0003

26-0001 TO 26-0002

24-0000

DRAINAGE PROFILES

DRIVEWAY PROFILES

01/00T-11A DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LMITED ACCESS ROADWAY

06/09A-3 SPECIAL DETAIL CONCRETE SIDEWALK DETAILS CURB CUT (WHEELCHAIR) RAMPS

29-0001 TO 29-0002 LANDSCAPING PLANS

LANDSCAPING DETAILS

A-4 06/09

D-41

REQUIREMENTS

DETECTABLE WARNING SURFACE TRUNCATED DOME SIZE, SPACING AND ALIGNMENT

D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4) 01/11

D-24B TEMPORARY SILT FENCE BERM DITCH, INSTALLATION, BRUSH BARRIER (SHEET 2 OF 4) 01/11

D-24C TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS (SHEET 3 OF 4) 01/11

D-24D TEMPORARY SILT FENCE FABRIC CHECK DAM (SHEET 4 OF 4)

CONSTRUCTION EXIT

07/15

04/16

06/15T-15A DETAILS OF RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY

T-15C 09/11DETAILS OF RAISED PAVEMENT MARKERS

EROSION PLANS

EROSION CONTROL LEGEND

BMP LOCATION DETAILS - INITIAL PHASE54.1-0001 TO 54.1-0002

54.2-0001 TO 54.2-0002

54.3-0001 TO 54.3-0002 BMP LOCATION DETAILS - FINAL PHASE

BMP LOCATION DETAILS - INTERMEDIATE PHASE

GEORGIA STANDARDS

GEORGIA DETAILS

38-0001

MISCELLANEOUS CONSTRUCTION DETAILS

52-0001 TO 52-007

EROSION DETAILS

40-0001

40-0002

56-0001

56-0002

56-0003

56-0005

56-0004

CITY OF ATLANTA STANDARD DETAIL - 09/11STANDARD AREA INLET

41-0001 1033D 08/82

CONSTRUCTION PLANS

PROFILES

53-0001

51-0001 TO 51-003

EROSION DRAINAGE AREA MAP

BMP GENERAL NOTES

03/16

15-0001

17-0001

05-0001

22-0001

SW-G DI002

STANDARD CATCH BASIN (FOR USE WITH CURB, 6"HT. OR 8"HT.)& GUTTER

01/97CITY OF ATLANTA STANDARD DETAIL - TR-B_CG001 CURB AND GUTTER

TR-B_DR005 CITY OF ATLANTA STANDARD DETAIL - 11/04

CITY OF ATLANTA STANDARD DETAIL - 11/04

TR-B_HR002 CITY OF ATLANTA STANDARD DETAIL - 01/97

TR-B_SW003 CITY OF ATLANTA STANDARD DETAIL - 01/97

STANDARD DRIVEWAY DETAIL

TR-B_CG002 GRANITE CURB AT DRIVEWAY

TYPE B WHEELCHAIR RAMP

CONCRETE SIDEWALK AND CONCRETE HEADER CURB

TR-G_PK001 CITY OF ATLANTA STANDARD DETAIL - 02/13STANDARD PARKING MODULES

38-0002

38-0003

38-0004

40-0003

40-0004

40-0005

DESCRIPTIONDESCRIPTION

INDEX

DRAWING NO. DRAWING NO.

06-0001

29-0600

23-0001 TO 23-0004 CROSS SECTIONS

25-0001 TO 25-0002 LIGHTING PLANS

27-001A TO 27-001 SIGNAL PLANS

REVISION DATES

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DATE:

P.I. No.

02-0001

PATH400 ALONG ADINA DRIVE

LIVABLE BUCKHEAD INC.

REVISION

REVISION SUMMARY

DRAWING NO.DATE DATE DRAWING NO. REVISION

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03-0001

TRAIL NOTES

TRAIL STAGING NOTES*

GENERAL NOTES CONSTRUCTION NOTES CLEARING NOTES

PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS.

ALL EXISTING TREES OVER 6" DIA. ADJACENT TO TRAIL OUTSIDE OF PROJECT LIMITS SHALL BE 4.

SHALL VERIFY THE LAYOUT WITH OWNER PRIOR TO CONSTRUCTION OF TRAIL.

THE LAYOUT OF TRAIL IS SHOWN IN RELATION TO BEST AVAILABLE INFORMATION. THE CONTRACTOR 3.

THE PROPOSED GRADE OF THE TRAIL SHALL NOT EXCEED 8.3 PERCENT, UNLESS SPECIFICALLY NOTED. 2.

NO GRADED SLOPE SHALL EXCEED 2H:1V.1.

ROADWAY STAGING NOTES*

LAND DISTURBANCE ACTIVITY.

*SEDIMENT AND EROSION CONTROL MEASURES TO BE INSPECTED DAILY. MAINTAIN BMPS THROUGHOUT

SEE EROSION CONTROL PLAN SHEETS FOR GENERAL ROADWAY STAGING NOTES.

LAND DISTURBANCE ACTIVITY.

*SEDIMENT AND EROSION CONTROL MEASURES TO BE INSPECTED DAILY. MAINTAIN BMPS THROUGHOUT

SEDIMENT TRAPS, SILT FENCE, TREE PROTECTION FENCE, AND CONSTRUCTION EXITS.

INSTALL FINAL TRAIL PAVING AND PERMANENT LANDSCAPING AS SHOWN ON PLANS. REMOVE INLET 6.

BEGIN PERMANENT LANDSCAPING AS SHOWN ON PLANS IN AVAILABLE AREAS.5.

INSTALL TRAIL PAVING AS SHOWN ON PLANS AND SEED ANY BARE AREAS.4.

SEDIMENT PROTECTION. SEED AND MULCH BARE AREAS.

CONTINUE CLEARING SITE; BEGIN GRADING SITE. PLACE FILLS. INSTALL STORM SYSTEMS WITH INLET 3.

BEGIN CLEARING AND PAVEMENT REMOVAL. SEED AND MULCH BARE GROUND.2.

ON PLANS.

PLACE CONSTRUCTION EXITS, INSTALL PERIMETER BMPS AND TREE PROTECTION FENCE AS SHOWN 1.

GENERAL NOTES

AT NO ADDITIONAL COST.

REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION

PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED SHALL BE

ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL 11.

CONTRACTOR AT NO COST TO THE OWNER.

SHALL BE REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION BY THE

ANY DAMAGE TO ADJACENT ROADS, WALKS AND OTHER EXISTING FACILITIES CAUSED BY CONTRACTORS

CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. 10.

BEGINNING WORK.

ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO 9.

THE LIMITS OF CONSTRUCTION.

CONSTRUCITON. ABANDONED SERVICE LINES TO THE STRUCTURES SHALL ALSO BE REMOVED AT

ALL STRUCTURES TO BE DEMOLISHED SHALL BE COMPLETELY REMOVED AT THE LIMITS OF THE 8.

CONTRACT LIMITS BY THE APPLICABLE PUBLIC UTILITY.

OF DEMOLITION. UTILITIES SHALL BE DISCONNECTED BELOW EXISTING GRADE OR OUTSIDE OF

DISCONNECT AND SEAL OFF ABANDONED UTILITIES AND UTILITIES TO BE REMOVED PRIOR TO START 7.

ALL WASTE FROM DEMOLITION OPERATIONS SHALL BE HAULED OFFSITE AND DISPOSED OF LEGALLY.6.

AND REUSED LATER IN LANDSCAPED AREAS.

SHALL BE STRIPPED FROM THE PROPOSED CONSTRUCTION AREAS. CLEAN TOPSOIL MAY BE STOCKPILED

ALL VEGETATION, ROOT SYSTEMS, TOPSOIL, REFUSE AND OTHER DELETERIOUS, NON-SOIL MATERIAL 5.

PROPERLY DISPOSED.

WHICH HAS BEEN REMOVED, LUMBER, CONCRETE, ETC., SHALL BE REMOVED FROM THE SITE AND

THE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN AND NEAT CONDITION. ALL DEBRIS, VEGETATION 4.

BETTER IF DAMAGED.

PROTECT THEM AND IS RESPONSIBLE FOR RESTORING THEM TO THEIR PREVIOUS CONDITION OR

IF UTILITIES ARE TO REMAIN AND HAVE BEEN LEFT ACTIVE, THE CONTRACTOR SHALL CAREFULLY 3.

THEM IF DISTURBED OR DESTROYED.

BENCHMARKS WHENEVER POSSIBLE AND WILL BE RESPONSIBLE FOR THE COST OF REPLACING

CONTRACTOR SHALL CLEARLY MARK AND MAINTAIN PROPERTY CORNER MONUMENTATION AND 2.

WITH UTILITY COMPANIES TO HAVE THEM RELOCATED AND/OR ADAPTED FOR THE TIE-INS.

TO THE WORK AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED AND COORDINATE

RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES WITHIN OR ADJACENT

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE

UTILITY NOTE: 1.

8" DRIVEWAY CONCRETE

CONCRETE DRIVES -- COMMERCIAL:

ALL DRIVEWAYS SHALL BE RECONSTRUCTED PER CITY OF ATLANTA DETAIL NO. TR-B_DR00514.

TO BE CONSTRUCTED.

ENGINEER PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES

OTHERWISE IN THE PLANS. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE

OTHERWISE IN THE PLANS. COMMERCIAL DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED

IN THE PLANS. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED

DRIVEWAYS TO MATCH THE ACTUAL FIELD LOCATION OF EXISTING DRIVEWAYS OR AS LOCATED

ARE SHOWN FROM THE BEST AVAILABLE DATA. THE CONTRACTOR SHALL CONSTRUCT NEW

OUT TO THE RIGHT OF WAY LINE OR TIE-IN, WHICHEVER IS FURTHEST. DRIVEWAY RELOCATIONS

FOR ASPHALT, CONCRETE FOR CONCRETE, AND ASPHALT SHALL BE PLACED FOR DIRT DRIVES

ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE REPLACED IN KIND I.E. ASPHALT

13. ACCESS SHALL BE MAINTAINED TO DRIVEWAYS THROUGHOUT THE DURATION OF THE PROJECT.

ALL EXISTING UTILITIES AND STRUCTURES SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED.12.

A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT.11.

CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO THE OWNER.

CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF THE EXISTING

THERE IS NO SUITABLE PLACE TO BURY THE CONSTRUCTION DEBRIS WITHIN THE PROJECT'S LIMITS. THE10.

LANDFILL OR IN AN ENGINEERED FILL.

RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE

CONSTRUCTION ACTIVITIES. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT

ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE EVIRONMENTALLY APPROVED PRIOR TO 9.

OF CONSTRUCTION.

ALL STORM DRAIN PIPES ARE TO BE COMPLETELY CLEANED OF ALL SILT AND DEBRIS AT THE COMPLETION 8.

METAL PIPE SHALL BE 16 GA. MIN. AND ASPHALT OR ALUMINUM COATED.

ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS OTHERWISE NOTED. CORRUGATED 7.

FRONT OF BUSINESSES AND HOMES, CONTRACTOR MUST PROVIDE AND MAINTAIN A TEMPORARY ENTRANCE.

THROUGHOUT THE LIMIT OF WORK DURING THE CONSTRUCTION PERIOD. IF WORK IS BEING DONE IN

IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN SAFE, CLEARLY MARKED PEDESTRIAN ACCESS 6.

PROPOSED IMPROVEMENTS THROUGHOUT THIS PROJECT. CALL BEFORE YOU DIG: GEORGIA811.

CONTRACTOR IS CAUTIONED ABOUT THE PRESENCE OF UNDERGROUND UTILITIES AT OR NEAR THE 5.

THE CONTRACTOR SHALL INCLUDE THIS COST IN THE "GRADING COMPLETE" BID ITEM.

AFTER ALL NEW CONSTRUCTION IS COMPLETED CONTRACTOR SHALL PRESSURE WASH THE TRAIL. 4.

IN CLOSE PROXIMITY TO PUBLIC ROADS. COST SHALL BE INCLUDED IN COST BID FOR TRAFFIC CONTROL.

WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION AND MAINTAINED WHEN WORKING

NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED IN ACCORDANCE

NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL DEVICES AS MAY BE 3.

OTHERWISE NOTED.

DIMENSIONS ARE TO FACE OF STRUCTURE AND CENTER LINE OF TRAIL LINE OR ROADWAY, UNLESS 2.

AND SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS SHOWN PRIOR TO ANY CONSTRUCTION 1.

SEE LANDSCAPE PLANS FOR TREE SAVE FENCE.8.

SUBMIT REPORTS TO THE ENGINEER.

FROM A GEOTECHNICAL ENGINEER IS REQUIRED FOR ALL FILL AREAS WITHIN THE RIGHT-OF-WAY.

ALL FILL AREAS MUST BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR. A REPORT 7.

TO REMAIN SHALL BE SET FLUSH WITH THE TOP OF THE PROPOSED GRADE.

ALL EXISTING ELECTRICAL BOXES, WATER METER BOXES, AND VALVE BOXES, WHICH ARE 6.

AND FIELD CONDITIONS PROMPTLY UPON DISCOVERY.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN PLAN 5.

UTILITIES, CURB & GUTTER AND PAVING.

CONTRACTOR TO VERIFY THE ELEVATIONS OF ALL TIE-IN POINTS FOR INSTALLATION OF 4.

SHALL NOT BE USED FOR STORAGE OR PARKING.

CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN. TREE SAVE AREAS 3.

MAX CUT OR FILL SLOPES SHALL BE 2:1 (H:V), UNLESS SPECIFICALLY NOTED.2.

SOIL TYPES FOR FILL.

ROCKS GREATER THAN 3" DIA. SEE GEORGIA STANDARD SPECIFICATIONS FOR SUITABLE

DIRT FOR FILL SHALL BE CLEAN, FREE OF DEBRIS, ORGANICS, DELETERIOUS MATERIAL AND 1.

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04-0001

STANDARD SIGNS:

UTILITY OWNER

AT&T

COMCAST

TELEPHONE

CABLE TV

CITY OF ATLANTA

GASATLANTA GAS LIGHT (AGL)

UTILITIES

WATER & SEWER

MARTA ELECTRIC

XO COMMUNICATIONS

ELECTRIC

TELECOMMUNICATIONS

REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED OR ARE CONTRARY TO THESE SIGN PLANS.

CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS ENGINEER, BE REQUIRED TO 15.

FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF MISCELLANEOUS SIGNS.14.

MOUNT THE ASSEMBLY.

ADDITIONAL 3/8 INCH DIAMETER HOLE(S), DRILLED OR PUNCHED, SHALL BE REQUIRED TO PROPERLY

WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES ON THE POST(S), 13.

A 1/2 INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES WITHIN AN ASSEMBLY.12.

WARNING SIGNS.

TYPE 9 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL BE USED FOR ALL 11.

BACKGROUNDS OF THE APPROPRIATE COLOR.

THE SCHOOL ZONE SIGNING SHALL HAVE TYPE IX (VERY HIGH INTENSITY) REFLECTIVE SHEETING

THE SCHOOL ZONE SIGNS SPECIFICALLY LISTED ABOVE AND ALL REGULATORY SIGNS PLACED AS PART OF

SIGNS, AND PEDESTRIAN CROSSING (W11-2 AND W11A-2) SIGNS. SIGNS WITHIN THE SAME ASSEMBLY AS

SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP PORTION OF THE S5-1) SIGNS, BICYCLE CROSSING (W11-1)

TYPE 9 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING SHALL BE USED FOR 10.

R1-2, R1-3A, R1-4A, R5-1, R5-1A).

TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL RED SERIES SIGNS (R1-1, 9.

THE PLANS. EITHER CLASS 1 OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN

TYPE 3 (HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD HIGHWAY SIGNS 8.

AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY- TYPICAL FRAMING DETAILS.

SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP FRAMES. FOR DETAILS 7.

OF THE SIGN.

ALUMINUM OR GALVANIZED STEEL STRAP LOCATED IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK

EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x1/2 INCH x (WIDTH OF SIGN) 6.

ON THE SIGN PLATE DETAILS.

EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE 3/8 INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN

BOTTOM OF THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN WIDTH FROM THE

THE STRAPS SHALL BE FLUSH WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND

POSTS WITH 2 EACH 2 INCH x1/2 INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS.

SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH SHALL BE MOUNTED ON TWO 5.

FROM THE FACE OF THE GUARD RAIL TO THE NEARER EDGE OF THE SIGN(S).

HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS MOUNTED BEHIND GUARD RAIL SHALL BE 6 FEET 4c.

CURB SECTIONS SHALL BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

NEARER EDGE OF THE SIGN(S), WHICHEVER IS GREATER. THE HORIZONTAL CLEARANCE IN NON -MOUNTABLE

FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE

HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS SHALL BE 6 FEET 4b.

2 FEET FROM THE NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

OTHERWISE IN THE PLANS. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE

FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), UNLESS SPECIFIED

HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS SHALL BE 32 FEET 4a.

PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY.

ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE THE NORMAL EDGE OF 3.

BY THE PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC SAFETY AND DESIGN.

CONTROL DEVICES, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR

NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC

SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE 2.

GEORGIA SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

SHOWN IN THE PLANS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE

ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE DETAILS 1.

THE FOLLOWING UTILITY OWNERS MAY HAVE FACILITIES ON THIS PROJECT:

SERVICE

GEORGIA POWER ELECTRIC

TELECOMMUNICATIONS

TELECOMMUNICATIONS

CROWN CASTLE NG NETWORK, INC

CENTURYLINK

MAINTENANCE OF TRAFFIC GENERAL NOTES:

below.

R

Utilities Protection Center, Inc.

before you dig.

Know what's

Call

END OF SECTION

3.05 SEALER: Install in accordance with paver manufacturers' printed instructions.

B. Sweep off excess extruded sand.

do not use acid.

A. Remove construction debris; clean discolored paver faces in accordance with coating manufacturer's printed instructions;

3.04 CLEANING AND WASTE MANAGEMENT

E. Spread clean, dry sand over vibrated surfaces; re-vibrate and sweep until joints between pavers are filled.

D. Vibrate laid pavers with flat-faced vibrator capable of producing 3000 to 5000 pounds compaction force.

C. Install filler in indicated joints extending thru setting bed.

adjoining Work and in indicated pattern. Use uncut pavers wherever possible, use no pieces smaller than one-half full size.

B. Cut units with saws designed to cleanly cut pavers. Cut unit edges shall be clean, sharp, and unchipped. Fit pavers neatly to

A. Discard pavers with chips, cracks, discoloration, and other visible defects.

3.03 INSTALLATION

B. Edge restraint: Construct in accordance with existing conditions.

surface of paving for 2 3/8 pavers (3 7/8 inches for 3 1/8 pavers) with less than 1/4 tolerance.

A. Base course: Prepare and compact to 90% Standard Proctor. Surface of base course shall be 3 1/8 inches below finished

3.02 PREPARATION

3.01 EXAMINATION: Examine substrate for defects adversely affecting Work and for excess in allowable tolerances, before installation.

PART 3 - EXECUTION

crush-proof drainage core; ASTM D4439.

2.05 DRAINAGE MAT: Drainage system composite consisting of non-woven, needle punched filter fabric bonded to 1 side of a

C. Progress Unlimited Inc., Skip Slit Joint Filler.

B. Sonneborn Building Products, Chemrex Inc., ASTM D1752 Expansion-Joint Filler.

A. W.R.Meadows, Ceramar.

and D545. Acceptable manufacturers:

2.04 JOINT FILLER: To match existing, one side coated with pressure sensitive adhesive meeting requirements of ASTM D1752

C. Building wall

B. Concrete strip

A. Concrete curb

2.03 EDGE RESTRAINT: One of the following:

passing #200 sieve.

2.02 SETTING SAND: Manufactured or natural graded, washed, sharp sand 100 percent passing 3/8 sieve; maximum of 3 percent existing pavers at the Resurges Building. Acceptable manufacturer: Paver Systems, Lithonia, GA or accepted equivalent.

8000 psi average minimum; absorption less than 5 percent (ASTM C140); thickness 2 3/8 (3 1/8) inches; shape an color to match

2.01 PAVERS: Precast concrete, nonslip, as-cast (sandblasted) surface texture; conform to ASTM C936, compressive strength

PART 2 - PRODUCTS

of pavers installed.

1.07 SPARES: Deliver extra pavers in a quantity not less than 2 percent of total amount of each kind, grade, and color

B. Store pavers off ground and cover; prevent staining and contamination.

A. Stockpile and handle setting sand to prevent contamination.

1.06 STORAGE AND HANDLING

D. When measured in every direction, concrete substrate shall deviate not more than 3/16 inch from ten-foot straightedge.

tested, and accepted.

C. Grounds, anchors, plugs, hangers, electrical Work, and mechanical Work in area to be paved shall be installed, B. Substrate shall be firm, compacted, clean, and free from oil, curing compounds, grease, dirt, and waxy film.

A. Protect adjoining Work before Work of this Section begins.

1.05 JOB CONDITIONS

without approval of the Authority.

D. Same foreman and crew shall remain assigned to the project from start to finish. Personnel shall not be changed with projects of comparable size.

C. Pavers shall be installed by a paver manufacturer approved installer with not less than 5 years of experience

B. Notify the Authority not less than 72 hours before time of conference.

A. Contractor, subcontractor, and paver manufacturer's representative shall attend. Authority will attend.

and condition of edge restraints in accordance with Section 013119, PROJECT MEETINGS.

1.04 QUALITY CONTROL: Before beginning paver Work, attend a pre-installation conference to review surface conditions, horizontal surfaces.

C. Submit working drawings. Show locations of edge restraints, layout pattern, and relationship of pavers to adjacent

B. Submit four full-size samples of each specified color of pavers.

A. Submit in accordance with Section 013300, SUBMITTAL PROCEDURES.

1.03 SUBMITTALS

h. D4439 Standard Terminology for Geosynthetics

Construction

g. D1752 Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural

f. D545 Preformed Expansion Joint Fillers for Concrete Construction (Nontruding and Resilient Types)

e. C936 Solid Concrete Interlocking Paving Units

d. C150 Portland Cement

c. C140 Sampling Testing Concrete Masonry Units

b. C136 Sieve Analysis for Fine and Coarse Aggregates

a. C33 Concrete Aggregates

1. American Society for Testing and Materials (ASTM)

A. Industry Standards

1.02 REFERENCES

A. Furnishing and installing interlocking precast pavers in pattern and to limits indicated, on prepared substrate.

1.01 SECTION INCLUDES

PART 1 - GENERAL

SECTION 321413.13 - INTERLOCKING PRECAST CONCRETE UNIT PAVING

UNDERGROUND

GEORGIA POWER NETWORK ELECTRIC

GENERAL NOTES

TEMPORARY LANE CLOSURES WITH CITY OF ATLANTA.

CONTRACTOR SHALL FLAG TRAFFIC DURING TEMPORARY LANE CLOSURES. COORDINATE 10.

THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO ALL DRIVEWAYS AT ALL TIMES. 9.

WITHOUT APPROVAL BY THE ENGINEER.

WILL NOT BE ALLOWED TO CLOSE THE ROAD DURING THE CONSTRUCTION OF THE PROJECT

PAYMENT SHALL BE INCLUDED IN THE PRICE FOR "TRAFFIC CONTROL". THE CONTRACTOR

TRAFFIC PLAN FOR APPROVAL BY CITY OF ATLANTA BEFORE STARTING CONSTRUCTION.

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE A MAINTENANCE OF 8.

TO INTERFERE WITH SIGHT DISTANCES ALONG ANY ADJACENT SIDE ROAD OR DRIVEWAY.

ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS NOT 7.

OF THE TRAFFIC DRUMS MAY NEED TO BE FURTHER REDUCED.

SPEED LIMIT, WHICHEVER IS LESS. BASED ON FIELD CONDITIONS, THE MAXIMUM SPACING

WORK ZONE, THE MAXIMUM DRUM SPACING, IN FEET, SHALL BE THE DESIGN OR POSTED

150 SHALL BE USED FOR CHANNELIZATION OF TRAFFIC IN ALL TRAFFIC SHIFTS. FOR ANY

TRAFFIC DRUMS MEETING THE MINIMUM REQUIREMENTS OF THE MUTCD AND SECTION 6.

USE OF TYPE I AND II BARRICADES AND TRAFFIC CONES IS PROHIBITED.

BE PLACED LESS THAN TWO (2') FEET FROM THE EDGE OF THE TRAVEL LANE. THE

APPROVAL IS GRANTED BY CITY OF ATLANTA, THE TEMPORARY BARRIERS CAN NOT

ARE CRASHWORTHY SHALL BE USED ADJACENT TO TRAVEL LANES. UNLESS PRIOR

REQUIREMENTS OF THE MUTCD AND SECTION 150, AND TEMPORARY BARRIERS THAT

THE EDGE OF ANY TRAVEL LANE. ONLY TRAFFIC DRUMS, MEETING THE MINIMUM

TEMPORARY TRAFFIC BARRIERS SHALL HAVE A TWO (2') FEET MINIMUM OFFSET FROM 5.

DEVICES.

PERIODIC CLEANING OF EXISTING SIGNS AND CONSTRUCTION RELATED TRAFFIC CONTROL

CONSTRUCTION. MAINTENANCE INCLUDES REPLACING DAMAGED AND STOLEN SIGNS, AND

EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT 4.

ALL SIGNS SHALL HAVE TYPE III RETROREFLECTIVE SHEETING UNLESS OTHERWISE NOTED.3.

TRAFFIC CONTROL DEVICES, LATEST EDITION.

ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM 2.

IN THE PRICE BID FOR "TRAFFIC CONTROL".

ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED 1.

TELECOMMUNICATIONSGOOGLE FIBER, INC.

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DATE:

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DATE:

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04-0002

REQUIRED PAVEMENT

TYPICAL SECTION #1

Varies

21'-0" TO 29'-0"

0'-6"

Grass

A

Varies

6"

D

Path

10'-0"

0'-0" TO 8'-0"

Parallel Parking Lane

10'-6"

Travel Lane

10'-6"

Travel Lane

Existing Existing

STA 11+14.53 TO STA 18+06.59

LC CONSTRUCTION ADINA DR

CITY OF ATLANTA, CONC SIDEWALK, 5 IN

TYPICAL SECTION #2

Shoulder

2'-6"

A 6"

D

Path

10'-0"

PROPOSED EDGE OF PAVEMENT.

TO BE REMOVED UP TO THE FACE OF THE

EXISTING PAVEMENT AND CURB AND GUTTER

10'-6"

Travel Lane

10'-6"

Travel Lane

Existing Existing

STA 18+06.59 TO STA 18+32.33

LC CONSTRUCTION ADINA DR

B

C

21'-0" Existing Shoulder

Existing Shoulder

Profile Grade

D GR AGGR BASE CRS, 6 INCH, INCL MATL

Profile Grade

Varies

Shoulder

Varies

11'-10"

TO

0'-0" Varies

Varies (2% Max)

PROPOSED EDGE OF PAVEMENT.

TO BE REMOVED UP TO THE FACE OF THE

EXISTING PAVEMENT AND HEADER CURB

B

A

REVISION DATES

DATE$$$

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05-0001

Existing R/W

Varies

7'-0" TO 38'-0"

Varies (2% Max)

CITY OF ATLANTA CONC HEADER CURB

ELEVATION OF EXISTING BACK OF SIDEWALK.

INSTALL PROPOSED PATH AT SAME LOCATION AND

ELEVATION OF EXISTING BACK OF SIDEWALK.

INSTALL PROPOSED PATH AT SAME LOCATION AND

Varies

14'-4" TO 22'-3"

PARALLEL PARKING SPACES.

SEE PLANS FOR LOCATION OF

NOTES:

INSTALL PROPOSED 6" HEADER CURB

SAWCUT EXISTING PAVEMENT AND

INSTALL PROPOSED 6" HEADER CURB

SAWCUT EXISTING PAVEMENT AND

12'-6" TO 20'-0"

C CITY OF ATLANTA CONCRETE CURB & GUTTER

TOTAL

TOTAL

1 LS

GRADING COMPLETE

*****SPECIAL POSTS ARE QUANTIFIED WITH SQUARE TUBE POST, TYPE 7 FOR PAY ITEM PURPOSES.*****

TOTAL

AC

FERTILIZER

MIXED

GRADELIME

AGRICULTURAL

CONTENT

NITROGEN

FERTILIZER

MULCH

TNLBTNQUANTITY TN

PERMANENT GRASSING

UNIT

TOTAL

ACDISTURBED AREAS

TEMPORARY GRASSING AC

GRASSING

1.00

0.50 2

-0.26 -

0.6

0.1

1.00

H= 1-10

STRUCTURE# STATION

PIPES

A-6

A-1

A-4

133.34

TOTALS:

(LF)

LENGTH

PIPE

DRAINAGE SUMMARY

24"

36"

4.94

TOTAL

INLET SEDIMENT TRAPS

CONSTRUCT AND REMOVE

TOTAL

MAINTENANCE OF INLET SEDIMENT TRAP

TOTAL

SILT FENCE, TP C

MAINTENANCE OF TEMPORARY

TEMPORARY SILT FENCE, TYPE C

TOTAL 506 LF

TOTAL 2 EA

WATER QUALITY MONITORING AND SAMPLING

TOTAL

WATER QUALITY INSPECTIONS

12 MO

12.00 2.00

STATION DESCRIPTION

AREA (SQ FT)SIZE (IN) LENGTH (LF)

TOTALS 14.00

TP 1 MAT'L REFL SHEETING TP 9

AREA (SQ FT)SIZE (IN)

SPECIAL POST

LENGTH (LF)

SQUARE TUBE POST, TYPE 7

SIGNS

15.00

PAVEMENT MARKING

DESCRIPTION UNIT QUANTITY

1384LF

LF 393THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE

LFTHERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE

LF

LF

TOTAL

CONC SIDEWALK, 5 IN

TRAFFIC CONTROL

1 LS

SKIP TRAFFIC STRIPE, 4 IN, YELLOW 519

TP 1 MAT'L REFL SHEETING TP 11

24.0030.00

15.0021.00

24.00

5.00

2.19

4.00

14.25

TOTAL

CONSTRUCTION EXIT

1 EA

TOTAL 1 EA

MAINTENANCE OF CONSTRUCTION EXIT

0.3

A-2

15.28' LT

13.17' LT

21.17' LT

18"

24"

EXISTING

EA

DEPTH

ADDTL

EA

DEPTH

ADDTL

1019A

DROP INLET

133.3418" 1

DESCRIPTION UNIT QUANTITY

LS

EA

LANDSCAPING

QUERCUS PHELLOS (WILLOW OAK) 8

DESCRIPTION UNIT QUANTITY

EA

UTILITY

TOTAL 561 LF

TOTAL 755 LF

TOTAL

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2

TOTAL 116 SY

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

754 SY

CONC HEADER CURB, 6 IN, TP 2

DRIVEWAY CONCRETE, 8 IN TK

SAWED JOINTS IN EXIST PAVEMENTS-PCC

54 LF

REM CONC SIDEWALK

7 EA

7 EA

482 LF

241 LF

TOTAL

GR AGGR BASE CRS, INCL MATL

11 TN

TOTAL 1 EA

RESET SIGN

M3-2

M1-5

M6-1

24.00

N/AR3-2 24.0019+02.60

16+12.00

SOLID TRAFFIC STRIPE, 5 IN, YELLOW 80

THERMOPLASTIC PVMT MARKING, ARROW TP 3 EA 3

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW

17+50.00

16+11.53

13+58.66 21.17 LT

11+61.31 EXISTING

1.74 1

TOP

RECONSTRUCT

1033D & 1034D

CATCH BASIN

- - 1.74

24"

36"

2-

1-

RELOCATE EXIST. FIRE HYDRANT

TREE RECOMPENSE

3 50

EA 6RELOCATE EXIST. LIGHT POLE

TOTAL 1 LS

TOTAL

TRAFFIC SIGNAL INSTALLATION

SOD

525 SY

6/18/2024

USER:ppeters

J:\2016038\2016038\DGN\2016038_06-0001.dgn

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FIRE HYDRANT

MAINTAIN EXISTING

LIGHT POLE

MAINTAIN EXISTING

FIRE HYDRANT

RELOCATE EXISTING

STA 11+40.00, 20.00' LT

RELOCATED FIRE HYDRANT

STREET LIGHT POLE

RELOCATE EXISTING

STREET LIGHT POLE

RELOCATE EXISTING

PEDESTRIAN LIGHT POLE

RELOCATE EXISTING PEDESTRIAN LIGHT POLE

RELOCATE EXISTING

11.91'

8" DIP

D

IP

6" GRANITE CURB

6" CONC. CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

CONSTRUCTION PLAN

SEE RIGHT-OF-WAY SHEETS 60-0001 THRU 60-004

EASEMENTS NOT SHOWN FOR CLARITY.

NOTE:

E: 2236869.0623

N: 1389064.8187

STA 10+75.00

ADINA DRIVE

BEGIN CONSTUCTION

BEGIN PROJECT

32.80' LT

STA 11+19.80

19.81' LT

STA 11+31.63

22.80' LT

STA 11+42.00

22.80' LT

STA 12+63.00

18.55' LT

STA 12+74.22

23.00' LT

STA 13+40.00

18.00' LT

STA 13+31.44

32.80' LT

STA 12+84.91

33.00' LT

STA 13+22.58

LEASING CENTER SIGN

RELOCATE EXISTING

INVERT EL. = 804.40

TOP EL. = 813.14

WITH RECESSED BOX

GA STD 1033D

STA 11+61.31, 21.17' LT

A-6

A-6

INVERT EL. = 809.40

TOP EL. = 815.35

WITH RECESSED BOX

GA STD 1033D

STA 13+58.66, 21.17' LT

A-4

A-4

A-5

A-7

SCALE IN FEET

0 40 80

ORANGE BARRIER FENCE

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

S E E

S

H E E T

M A T

C H L I

N E

S T

A

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

REVISION DATES

DATE$$$

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C CONSTRUCTION ADINA DRIVEL

TYPE B RAMP

TYPE B RAMP

TYPE B RAMP

R = 35'

27.89' LT

STA 11+16.87

10.51' LT

STA 11+47.83

R = 35'

13.94' LT

STA 11+55.17

18.50' LT

STA 11+59.14

18.50' LT

STA 12+47.16

12.08' LT

STA 12+53.23

R = 5'

10.51' LT

STA 12+56.86

10.51' LT

STA 12+64.60

R = 25'

24.78' LT

STA 12+87.18

18.50' LT

STA 13+52.76

11.95' LT

STA 13+46.10

10.51' LT

STA 13+42.59

R = 5'

10.51' LT

STA 13+38.78

R = 20'

24.21' LT

STA 13+19.80

R = 10'

A D I

N A

R I

V E

F O

U N T

A I

N H E

A D

L

A N E

31.93' LT

STA 11+14.53

TIE TO EXISTING

BEGIN SIDEWALK

BEGIN HEADER CURB

32.34' LT

STA 12+90.78

TIE TO EXISTING

END SIDEWALK

END HEADER CURB

31.87' LT

STA 13+17.27

TIE TO EXISTING

BEGIN SIDEWALK

BEGIN HEADER CURB

ELEVATIONS AT ALL STAIRWAY AMD WALKWAY LOCATIONS.

PROPOSED TRAIL SHALL TIE IN TO MATCH EXISTING

3'-9" 4'

METZGER / LINDBERG LLC

N/F

METZGER / LINDBERG LLC

N/F

REDUS ATLANTA SUBDIVISION LLC

N/F

LINDMONT APARTMENTS LP

N/F

ASSOCIATION INC

LINDMONT PROPERTY OWNERS

N/F

OWNERS ASSOCIATION INC

LINDMONT PROPOERTY

N/F

OWNERS ASSOCIATION INC

LINDMONT PROPOERTY

N/F

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/WEXIST. R/W

24" RCP36" RCP

42" RCP

R C P

R C P

48"

RCP

BUILDING OUTLINE

BUILDING OUTLINE

16211

16202

16196

16084

16075

FIRE HYDRANT

RELOCATE EXISTING

FIRE HYDRANT

MAINTAIN EXISTING

STA 16+07.00, 13.50' LT

RELOCATED FIRE HYDRANT

UTILITY POLES

MAINTAIN EXISTING

STREET LIGHT POLE

RELOCATE EXISTING PEDESTRIAN LIGHT POLE

MAINTAIN EXISTING

PEDESTRIAN LIGHT POLE

RELOCATE EXISTING

PEDESTRIAN LIGHT POLE

RELOCATE EXISTING

7.25'

PL

PL

6" GRANITE CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

6" CONC. CURB

BROKEN GUTTER

SIGNALIZED INTERSECTION

C O

N C

S

ID

E W

A L

K

BOX

TRAFFIC SIGNAL

CONSTRUCTION PLAN

SEE RIGHT-OF-WAY SHEETS 60-0001 THRU 60-004

EASEMENTS NOT SHOWN FOR CLARITY.

NOTE:

22.95' LT

STA 15+31.83

21.40' LT

STA 15+40.79

R = 25'

32.95' LT

STA 15+31.81

R = 35'

30.79' LT

STA 15+43.95

17.52' LT

STA 15+51.02

26.93' LT

STA 15+54.78

R = 15'

R = 25'

26.00' LT

STA 15+59.68

16.00' LT

STA 15+59.69

26.00' LT

STA 17+00.00

21.00' LT

STA 17+25.00

21.00' LT

STA 17+91.98

43.51' LT

STA 18+14.48

45.19' LT

STA 18+14.48

STA 18+06.59

BEGIN TYPE 2 CURB AND GUTTER

END CONCRETE HEADER CURB

R = 22.5'

E: 2236871.3749

N: 1389839.8153

STA 18+50.00

ADINA DRIVE

END CONSTUCTION

END PROJECT

GRADE TO DRAIN

OBLITERATE AND

A-1

A-2A

INVERT EL. = 820.04

TOP EL. = 827.28

COA DETAIL SW-G-DI002

YARD INLET

STA 17+50.00, 23.82 'LT

A-1

A-3

INVERT EL. = 816.60

TOP EL. = 821.68

GA STD 1033D

STA 16+11.53, 13.17 'LT

A-2A

WITH TRAIL.

WITH MANHOLE TOP FLUSH

REPLACE CATCH BASIN TOP

(A-2)

THE BOXES FOR POSITIVE FLOW.

PROVIDE CONNECTION BETWEEN

EXISTING A-2 BOX AND

CONSTRUCT BOX ADJACENT TO

(A-2A)

A-2

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

S E E

S

H E E T

M A T

C H L I

N E

S T

A

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

18" RCP

REVISION DATES

DATE$$$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

13-0002

C CONSTRUCTION ADINA DRIVEL

STA 15+84.07

26' CONCRETE DRIVE

STA 16+59.48

26' CONCRETE DRIVE

TYPE B RAMP

18.50' LT

STA 15+46.89

R = 5'

11.98' LT

STA 15+53.23

10.50' LT

STA 15+56.80

47.25' LT

STA 18+32.45

R = 38'8

L I

N D

B E

R G

H

I

V E

53.46' LT

STA 18+32.33

TIE TO EXISTING

END CURB AND GUTTER

CONTROL POINT #13

DESC:60DNAIL

N:1389807.900

E:2236989.513

EL.:841.38

5'

WALKWAY

CONNECT TO

AND WALKWAY LOCATIONS.

EXISTING ELEVATIONS AT ALL STAIRWAY

PROPOSED TRAIL SHALL TIE IN TO MATCH

ASSOCIATION INC

LINDMONT PROPOERTY OWNERS

N/F

LINDMONT APARTMENTS LP

N/F

METZGER / LINDBERG LLC

N/F

ASSOCIATION INC

LINDMONT PROPERTY OWNERS

N/F

E X I S T

W

E X I S

W

EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

EXIST. R/WEXIST. R/W

24"

RC

P

24" RCP

EXISTING GROUNDLINE

1 INCH = 5 FEET VERT.

1 INCH = 20 FEET HORIZ.

SCALE:

840840

840840

840840

840840

10+00

DATE$$$

$USER$

$DGN$TIME$$$

GR220E

$PRF8$

REVISION DATES

7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

MAINLINE PROFILE

15-0001

STA 10+75.00

ADINA DRIVE

BEGIN PROJECT

STA 18+50.00

ADINA DRIVE

END PROJECT

EXISTING GROUNDLINE

GRAPHIC GRADE

PROFILE GRADE=

ADINA DRIVE

GRAPHIC GRADE

PROFILE GRADE=

ADINA DRIVE

10+00 11+00 12+00 13+00 14+00 15+00 16+00

V I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

E L

I

I

I

E L

I

I

E L

I

E L

I

I

I

E L

17+00 18+00

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

16+00

I

I

E L

I

I

E L

I

I

E L

I

E L

I

I

I

E L

-LC

C

O N

S T

R U

C T

IO

N

A D

IN

A

D R

IV

E

LC

C

O N

S T

R U

C T

IO

N

A D

IN

A

D R

IV

E

DRIVEWAY PROFILES

1 INCH = 10 FEET VERT.

1 INCH = 10 FEET HORIZ.

SCALE:

PVI 0+10.50

PVI 0+16.00

PVI EL=820.79

PVI 0+26.00

PVI EL=820.99

PVI 0+10.50

PVI 0+16.00

PVI EL=823.23

PVI EL=823.43

V

C

E X I S T

.0

.5

E X I S T

.0

PVI 0+26.00

PVI EL=822.70

PVI EL=820.43

S T

A

.4

L T

S T

A

.0

L

$DGN$TIME$$$DATE$$$

SUXEN

REVISION DATES

7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

17-0001

.6

V

C

1 INCH = 10 FEET HORIZ.

SCALE:

830830

810 -

830830

810-

Q100 = 0.40 CFS

Q50 = 0.35 CFS

SUXSEW

REVISION DATES

DATE$$$

$DGN$TIME$$$

7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

DRAINAGE PROFILES

22-0001

133.34 LF @ 2.58%

18" RCP

H= 7.74'

HGL= 821.01

INV. ELEV.=820.04 (OUT)

TOP ELEV.=827.28

STA 17+50.00, 16.28 'LT

COA DETAIL SW-G-DI002

A-1 (YARD INLET)

SANITARY SEWER

EXISTING 10" DIP

H= 5.58'

HGL= 817.51

INV. ELEV.= 816.60 (OUT)

INV. ELEV.= 817.00 (IN) (EXIST 24" RCP)

INV. ELEV.= 817.00 (IN) (18" RCP)

TOP ELEV.=821.68

STA 16+11.53, 13.17 'LT

GA STD 1033D

POSITIVE FLOW.

CONNECTION BETWEEN THE BOXES FOR

EXISTING A-2 BOX AND PROVIDE

A-2A - CONSTRUCT BOX ADJACENT TO

CROSS SECTIONS

C

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

L

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

1 INCH = 10 FEET VERT.

1 INCH = 10 FEET HORIZ.

SCALE:

SUXSEW

REVISION DATES

DATE$$$

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

23-0001

S T

A

.0

A D

IN

A

D R

IV

E

B E

G

IN

C O

N S

T R

U C

T

IO

B

G

IN

P R

O

JE

C T

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

2.

2.

2.

2.

3.

3.

3.

3.

4.

-1 .5

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

L

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

1 INCH = 10 FEET VERT.

1 INCH = 10 FEET HORIZ.

SCALE:

SUXSEW

REVISION DATES

DATE$$$

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

23-0002

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

4.

4.

5.

5.

6.

6.

7.

8.

8.

.0

.0

.4

.4

.1

.1

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

L

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

B U

IL

D

IN

1 INCH = 10 FEET HORIZ.

SCALE:

SUXSEW

REVISION DATES

DATE$$$

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

23-0003

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

9.

0.

1.

1.

2.

3.

4.

5.

.3

.8

7.

2:

-21.81

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

LC

C O N S T R U C T I O N

A D I N A

D R I V E

L

R /W

R /W

R /W

R /W

R /W

1 INCH = 10 FEET VERT.

1 INCH = 10 FEET HORIZ.

SCALE:

SUXSEW

REVISION DATES

DATE$$$

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

23-0004

S T

A

.0

A D

IN

A

D R

IV

E

E N

D C

O N

S T

R U

C T

IO

N

E N

D P

R O

JE

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

-1

-2

-3

-4

-5

-6

-7

-8

9.

1.

4.

5.

2:

-21.60

-24.10

UTILITY PLANS

below.

R

Utilities Protection Center, Inc.

before you dig.

Know what's

Call

EXISTING TO BE REMOVED

UTILITY LINECODES

TYPE OF UTILITYPROPOSED EXISTING PROPOSED TEMPORARY

UTILITY SYMBOLS

EXISTING PROPOSED TEMPORARY

QL-D DEPICTED ACCORDING TO UTILITY RECORD INFORMATION AND IN-FIELD VISUAL INSPECTION. NO ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

QL-C EXISTING UTILITY STRUCTURES HAVE BEEN FIELD LOCATED AND SURVEYED TO ASSIST IN DEPICTING THE UTILITIES SHOWN ON RECORDS. NO ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

TELEPHONE PAIR SIZE TELEPHONE CABLE DIAMETER

101 - 2400

0.50 TO 2.00 IN5 - 100

UP TO 3.50 IN

BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS.

SUBSURFACE UTILITIES. QL-B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED

QL-B INFORMATION WAS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF THE

TELEPHONE PAIR SIZE TABLE

QUALITY LEVELS AND DEFINITIONS

EXACT LOCATION AND POSITION OF THE UTILITY LINE.

NONDESTRUCTIVE EQUIPMENT IN A MANNER AS TO CAUSE NO DAMAGE TO THE UTILITY LINE. AFTER EXCAVATING A TEST HOLE, A FIELD SURVEY SHALL BE PERFORMED TO DETERMINE THE

QL-A OBTAIN PRECISE HORIZONTAL AND VERTICAL POSITION OF THE UTILITY LINE BY EXCAVATING A TEST HOLE. THE TEST HOLE SHALL BE DONE USING VACUUM EXCAVATION OR COMPARABLE

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

(aka "SLICK")

SUBCRIBER LOOP CARRIER

WELL

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKER

##"W(C)

##"W

GAS TEST STATION

ELECTRIC (QL-D)

TELECOMMUNICATIONS (QL-D)

CABLE TV (QL-D)

WATER (QL-D)

WATER FOR LABELED PIPE SIZES (QL-D)

NON-POTABLE WATER (QL-D)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-D)

STEAM (QL-D)

STEAM FOR LABELED PIPE SIZES (QL-D)

SANITARY SEWER WITH FLOW DIRECTION (QL-D)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-D)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-D)

GAS (QL-D)

GAS FOR LABELED PIPE SIZES (QL-D)

PETROLEUM (QL-D)

PETROLEUM FOR LABELED PIPE SIZES (QL-D)

TRAFFIC CONTROL (QL-D)

##"W

##"W(B)

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

##"W(C)

##"W

##"W(B)

ELECTRIC (QL-C)

ELECTRIC (QL-B)

TELECOMMUNICATIONS (QL-C)

TELECOMMUNICATIONS (QL-B)

CABLE TV (QL-C)

CABLE TV (QL-B)

WATER (QL-C)

WATER (QL-B)

WATER FOR LABELED PIPE SIZES (QL-C)

WATER FOR LABELED PIPE SIZES (QL-B)

NON-POTABLE WATER (QL-C)

NON-POTABLE WATER (QL-B)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-C)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-B)

STEAM (QL-C)

STEAM (QL-B)

STEAM FOR LABELED PIPE SIZES (QL-C)

STEAM FOR LABELED PIPE SIZES (QL-B)

SANITARY SEWER WITH FLOW DIRECTION (QL-C)

SANITARY SEWER WITH FLOW DIRECTION (QL-B)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-C)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-B)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-C)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-B)

GAS (QL-C)

GAS (QL-B)

GAS FOR LABELED PIPE SIZES (QL-C)

GAS FOR LABELED PIPE SIZES (QL-B)

PETROLEUM (QL-C)

PETROLEUM (QL-B)

PETROLEUM FOR LABELED PIPE SIZES (QL-C)

PETROLEUM FOR LABELED PIPE SIZES (QL-B)

TRAFFIC CONTROL (QL-C)

TRAFFIC CONTROL (QL-B)

UNKNOWN UTILITY FOUND IN SUE INVESTIGATION (QL-B)

ELECTRIC

ELECTRIC/TRAFFIC CONTROL

GUY WIRE

TRAFFIC CONTROL

ELECTRIC/CABLE TV

ELECTRIC/CABLE TV/TRAFFIC CONTROL

CABLE TV

CABLE TV/TRAFFIC CONTROL

ELECTRIC/TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/TRAFFIC CONTROL

TELECOMMUNICATIONS

TELECOMMUNICATIONS/TRAFFIC…