ITB 2024_016 Addendum 1.pdf
PDF 2 MB Posted
- Attached to
- ITB 2024-016 Peters Park Restroom Construction
- Solicitation number
- PE-66956-NONST-2025-000000026
- Issued by
- Dekalb County, Georgia
About this file
This document is an Invitation to Bid (ITB) for the construction of a new two-stall restroom building at Peters Park issued by the City of Tucker, Georgia. The scope of work includes the installation of water and sanitary sewer connections to existing infrastructure. The contractor will be responsible for providing all labor, materials, and equipment necessary to perform the work, which must be substantially completed within 120 calendar days of the notice to proceed. This is a unit price bid, and no payment will be made for additional work without prior written approval from the City. Bid submissions are due by the specified deadline, and the successful bidder must provide various bonds and insurance policies.
The contract will be awarded to the lowest responsive and responsible bidder. Pricing is based on unit prices for the work items listed, and the City reserves the right to adjust quantities or add/eliminate work locations at its discretion. No change orders will be issued for differing site conditions, and the contractor will be assessed liquidated damages for any late completion of contract work or punch list items.
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| File | Type | Posted |
|---|---|---|
| ITB 2024_016 Peters Park Restroom Constructio.pdf | ||
| ITB 2024_016 Addendum 2.pdf |
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Text version
CITY OF TUCKER
ACKNOWLEDGE RECEIPT OF ADDENDUM #1 FORM
ITB 2024-016
PETERS PARK RESTROOM CONTRUCTION
Upon receipt, please print and add to your proposal.
I hereby acknowledge receipt of the supplement pertaining to the above referenced bid.
COMPANY NAME:
CONTACT PERSON:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
EMAIL ADDRESS:
SIGNATURE DATE
ITB 2024-016
ADDENDUM #1
This addendum contains:
1. Clarification that this is a design-build project as stated on Page 7 of the Bid Manual.
2. Revised Scope of Work (page 4) and revised Cost Proposal (page 11) to include Erosion Control.
3. Revised plan documents to include Erosion Control.
Exhibit A:
Project Specifications/Scope of Work
ITB #2024-016 Peters Park Restroom Construction
PURPOSE, INTENT AND PROJECT DESCRIPTION
The City of Tucker (City), requests that interested parties submit formal electronic bids for the construction of a new two-stall restroom building, including water and sanitary sewer connections to existing water and sanitary sewer infrastructure, as well as erosion control due to the proximity to state waters. This document in its entirety for ITB 2024-016 Peters Park Restroom Construction is available for download on the City of Tucker website: www.tuckerga.gov/bids or request via email to procurement@tuckerga.gov .
GENERAL CONDITIONS
The contractor shall execute the work according to and meet the requirements of the following:
• DeKalb County Design & Construction Standards Manual
• The Contract Documents including but not limited to the scope of work, plans, and specifications.
• City of Tucker ordinances and regulations.
• OSHA standards and guidelines
• Any other applicable codes, laws and regulations including but not limited to Section 45- 10-
20 through 45-10-28 of the Official Code of Georgia Annotated, Title VI of the Civil Rights Act, Drug-Free Workplace Act, and all applicable requirements of the Americans with Disabilities Act of 1990.
The contractor will be responsible for providing all labor, materials, and equipment necessary to perform the work. This is a unit price bid. Payment will be made based on actual work completed.
The contractor is responsible for inspecting the jobsite prior to submitting a bid. No change orders will be issued for differing site conditions.
The successful bidder must have verifiable experience at construction of similar projects in accordance with these specifications. The bidder shall provide at least three examples and reference information (including company name, project name, contact name, phone number and email address) demonstrating experience successfully completing projects of similar scope.
5% retainage will be withheld from the total amount due the contractor until Final Acceptance of work is issued by the City. The City will inspect the work as it progresses.
PROSECUTION AND PROGRESS
The Contractor will mobilize with sufficient forces such that all construction identified as part of this contract shall be substantially completed by 120 calendar days of Notice to Proceed. The contractor will be considered substantially complete when all work required by this contract has been completed (excluding punch list work).
Upon Notice of Award, the Contractor will be required to submit a Progress Schedule.
REVISED 09/05/24
http://tuckerga.gov/ http://tuckerga.gov/ mailto:procurement@tuckerga.gov
Exhibit A
ITB #2024-016 Peters Park Restroom Construction
The normal workday for this project shall be 8:00AM to 7:00PM and the normal workweek shall be Monday through Friday. The City will consider extended workdays or workweeks upon written request by the Contractor on a case-by-case basis. No work will be allowed on national holidays (i.e. Memorial Day, July 4th, Labor Day, etc.).
The work will require the bidder to provide all labor, administrative forces, equipment, materials and other incidental items to complete all required work. The City shall perform a Final Inspection upon substantial completion of the work. The contractor will be allowed to participate in the Final Inspection. All repairs shall be completed by the contractor at the contractor’s expense prior to issuance of Final Acceptance.
The contractor shall be assessed liquidated damages in the amount of $500.00 per calendar day for any contract work (excluding punch list) that is not completed by 120 calendar days. Liquidated damages shall be deducted from the 5% retainage held by the City. The contractor will also be assessed liquidated damages in the amount of $500.00 per calendar day for not completing any required Punch List work within 45 calendar days.
The contractor shall provide all material, labor, and equipment necessary to perform the work without delay until final completion.
The contractor shall submit a two-week advance schedule every Friday by 2:00p.m, detailing the scheduled activities for the following week.
PERMITS AND LICENSES
The contractor shall procure all permits and licenses, pay all charges, taxes and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work.
BONDING AND INSURANCE REQUIREMENTS
No bid may be withdrawn for a period of ninety (90) days after the bid deadline.
All bids must be accompanied by a Bid Bond of a reputable bonding company authorized to do business in the State of Georgia, in an amount equal to at least five percent (5%) of the total amount of the bid.
Upon Notice of Award, the successful contractor shall submit a Performance Bond payable to the City of Tucker in the amount of 100% of the total contract price. The successful contractor shall also submit a Payment Bond in the amount of 100% pursuant to O.C.G.A. § 36- 91-70 and 90.
The contractor shall procure and maintain the following insurance policies:
1. Commercial General Liability coverage at their sole cos and expense with limits of not less than $3,000,000 in combined single limits for bodily injury and/or property damage per occurrence, and such policies shall name the City of Tucker as an additional named insured.
2. Statutory Workers Compensation and Employers Liability Insurance with limits of not less than $1,000,000, which insurance must contain a waiver of subrogation against the City of Tucker and its affiliates.
ITB #2024-016 Peters Park Restroom Construction
3. Commercial automobile liability insurance with limits of not less than $1,000,000 combined single limit for bodily injury and/or property damage per occurrence, and such policies shall name the City of Tucker as an additional named insured.
EXISTING CONDITIONS / DEVIATION OF QUANTITIES
All information given in this ITB concerning quantities, scope of work, existing conditions, etc. is for information purposes only. It is the Contractor’s responsibility to inspect the project site to verify existing conditions and quantities prior to submitting their bid. This is a Unit Price bid and no payment will be made for additional work without prior written approval from the City. At no time will Contractor proceed with work outside the prescribed scope of services for which additional payment will be requested without the written authorization of the City.
The City reserves the right to add, modify, or delete quantities. The City may also elect to add or eliminate certain work locations at its discretion. The Contractor will not be entitled to any adjustment of unit prices or any other form of additional compensation because of adjustments made to quantities and/or work locations. The contractor will be paid for actual in-place quantities completed and accepted for pay items listed in the Bid Schedule. All other work required by this ITB, plans, specs, standards, etc. but not specifically listed in the Bid Schedule shall be considered “incidental work” and included in the bid prices for items on the Bid Schedule.
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
The contractor shall be responsible for the preservation of all public and private property, crops, fish ponds, trees, monuments, highway signs and markers, fences, grassed and sodded areas, etc. along and adjacent to the highway, road or street, and shall use every precaution necessary to prevent damage or injury thereto, unless the removal, alteration, or destruction of such property is provided for under the contract.
When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or in consequence of the non-execution thereof by the contractor, he shall restore, at his/her own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, rebuilding or otherwise restoring as may be directed, or she/he shall make good such damage or injury in an acceptable manner. The contractor shall correct all disturbed areas before retainage will be released.
ADJUSTING UTILITY STRUCTURES TO GRADE
All sewer manholes and water valves are to be adjusted by the DeKalb County Department of Watershed Management. The contractor shall coordinate required utility adjustments with the CEI inspector.
CLEANUP
All restoration and clean-up work shall be performed daily. Operations shall be suspended if the contractor fails to accomplish restoration and clean-up within an acceptable period of time. Asphalt and other debris shall be removed from gutters, sidewalks, yards, driveways, etc. Failure to perform clean-up activities may result in suspension of the work. Milling operation shall be followed immediately by clean-up at which the contractor is to provide power brooms, vacuum sweepers, power blowers, or other means to remove loose debris or dust. Do not allow dust control to restrict visibility of passing traffic or to disrupt adjacent property owners. All pavement areas shall be clean and dry prior to placing tack coat, asphaltic concrete or other materials.
SAFETY
Beginning with mobilization and ending with acceptance of work, the contractor shall be responsible for providing a clean and safe work environment at the project site. The contractor shall comply with all OSHA regulations as they pertain to this project.
SPECIAL CONDITIONS
1. Contractor to call 811 for utility locations. Minor field adjustments may be necessary or directed by the City.
RESTROOM AND CONCESSION BUILDING
The scope of the project is to be the Design and providing a set of Issued for Construction documents for a new +/- 250 sf Single Story Free Standing Building under the existing pavilion, utilizing existing pavilion roof as bathroom roof, that will contain the following Spaces:
• 2(ea) Family Restrooms
• Storage, Janitor, Mechanical and Electrical Room
• Maintenance Chase (with access) Separating Men’s & Women’s Restrooms
Design Criteria
Code Compliances:
• Applicable Design Codes by local municipality building authorities requirements
• U.S. Department of Justice A.D.A. Standards for Accessible Design (ADA) – 2010 edition
• State Registered Architect/Engineer/Design Professional Signed, Sealed & Dated w/registration number on all sheets
• Construction Type: VB
• Occupancy Classification: Assembly
• Fire Rating Construction: Non-Rated Building
• Sprinkler Requirement: Non-Sprinkled
• Allowable Building Height & Area Single Story & (area to be determined)
• Occupancy Load Calculations (per LSC) (to be determined)
• Plumbing Fixture Requirements / (to be determined)
Proposed Fixture Count (including calc’s)
Design Loads:
• Live Loads:
o 100 PSF FLOORS
• Wind Design Data:
o Risk Category: Category II o Exposure Category: Category C o Basic Design Wind Speed: V=106mph o Allowable Stress Design Wind Speed: V=89mph o Enclosure Classification: Enclosed o Internal Pressure Coefficient: +/- 0.18
Seismic Design Data:
o Risk Category Category II o Seismic Importance Factor 1.0 o Mapped Spectral Response Accelerations: (to be determined) o Site Class: (to be determined) o Design Base Shear: (to be determined)
• Snow Loads: Ground Snow Load: 5 PSF
Scope of Material
ARCHITECTURAL
Foundation - (see Structural below for further information)
• 4” reinforced concrete monolithic slab, 3000 PSI
Exterior Walls - (see Structural below for further information)
• Concrete reinforced masonry units (CMU)
• Mortar joint: Gray
• Unit Size: Typical Nominal 8”x16”x8”
• Surface Finishes: Split Face
• Block Color: Standard Gray
• Exterior block to have anti-graffiti coating
Exterior Doors and Frames
• Exterior insulated composite metal doors (Level III, 16 gauge, extra heavy duty, model two seamless w/polyurethane core)
• Welded steel frame (16 gauge w/backbend turns)
• Both doors and frames to be powder coated (color selected by owner)
Interior Walls - (see Structural below for further information)
• Concrete reinforced masonry units (CMU)
• Mortar joint: Gray
• Unit Size: Typical nominal 8”x16”x6”
• Surface Finishes: Standard (smooth)
• Block Color: Standard Gray
Interior Ceilings
• Hard surface - smooth, washable and mildew resistant surface finish - all rooms including
ITB #2024-016 Peters Park Restroom Construction service chase
Interior Doors and Frames
• Insulated composite metal doors (Level III, 16 gauge, extra heavy duty, model two seamless w/polyurethane core)
• Welded steel frame (16 gauge w/backbend turns)
• Both doors and frames to be powder coated (color selected by owner)
Hardware
• Stainless steel ball bearing heavy duty hinges
• Heavy duty door closers
• Doors to have stainless steel kick plates (both sides) w/ aluminum thresholds for exterior doors
• Doors to have grade 2, lever locks with latch plate guards
• Restroom doors to have magnetic locking system w/ locked indicator light
• Hardware to meet ADA compliance
ADA Restrooms
• Wall mounted, top supply, stainless steel toilets w/ exposed sensor flush valves
• Wall mounted stainless steel sinks w/ motion sensor faucets, hardwired with transformer
• Surface mounted mirrors with stainless steel frames
• Wall mounted light fixture above mirror at sinks
• Wall mounted stainless steel 2-roll toilet paper dispensers
• Wall mounted stainless steel soap dispensers
• Wall mounted stainless steel electric hand dryers
• Surface mounted diaper deck
• ADA grab bars to meet code and fixture count
Finishes - (colors selected by owners)
• Concrete floor to be stained and sealed
• Walls to receive 4” rubber cove base
• Painted surfaces to receive prime coat and one finish coat
• All rooms to receive epoxy paint
STRUCTURAL
(see Architectural for other structural associated information)
Foundation
• Continuous reinforced concrete spread footings.
• Allowable soil bearing pressure presumed to be 2,000 psf, to be confirmed with geotechnical exploration
• Reinforced slab on grade on 4” compacted GAB
• Concrete:
o F’c= 3,000 psi for footings o F’c= 4,000 psi for slabs. Provide air entrainment for exposed slabs on grade
Wall Framing
ITB #2024-016 Peters Park Restroom Construction
• Exterior walls: 8” reinforced split face cmu, F’m = 2,000psi
• Interior walls: 8” reinforced standard cmu, F’m = 2,000psi
MECHANICAL, ELECTRICAL & PLUMBING
(see Architectural for other MEP associated information)
Electrical
• New electrical panel sized for the new restroom building
• Motion sensor interior lights. Comcheck report for lighting to confirm code compliance
• Exterior Security wall pack lights (photocell)
• Wall outlets and required GFI outlets per code
• Circuiting for lighting and electric outlets
• Circuiting for the water heater
• Provide (2ea) 1” PVC conduits from electrical panel to outside of building for future needs
Plumbing
• Frost free hose bibs w/ recessed security box located on each exterior wall
• Frost free hose bibs w/ recessed security box located in each space (except service chase)
• Water service to include isolation valves and backflow preventer
• Waste system to include cleanouts
• Floor Drains in each space with trap primers
• Tank type water heater serving the lavatories in the restrooms, water heater to be located in the Mechanical Storage room
• Thermostatic mixing valve for the hot water serving the toilet room lavatories to prevent scald
Exhibit B: Unit Price Cost Proposal
Item # Item Description UNIT Qty UNIT COST TOTAL COST
1 Grading Complete LS 1
2 1” PVC Water Service Line, Incl. Connection to Existing Service Line LF 150
4” PVC Sanitary Sewer Lateral, Incl. Cleanouts and Connection to Ex. Manhole w/Outside Drop Connection
LF 170
4 Remove and Replace 4” Concrete Sidewalk SF 100
5 Bathroom Building LS 1
6 Erosion Control LS 1
*In case of discrepancy between the unit price and the total price on the completed Bid Schedule, the unit price will prevail, and the total price will be corrected.
Proposal Price Certification
In compliance with the attached specification, the undersigned understands the City’s minimum scope requirements.
The undersigned offers and agrees that if this proposal is accepted by the Mayor and City Council within one hundred twenty (120) days of the date of proposal opening, that the undersigned will furnish any or all of the deliverables and additional services offered, at the quoted price, to the designated point(s) within the time specified.
COMPANY__________________________________________________________________
ADDRESS___________________________________________________________________
AUTHORIZED SIGNATURE____________________________________________________
PRINT / TYPE NAME __________________________________________________________
CONTACT’S PHONE NUMBER __________________________________________________
CONTACT’S EMAIL ADDRESS __________________________________________________
REVISED 09/05/24
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NO. DATE REVISION
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WILLIAM MCKINLEY PETER PARK
1832 Clark Dr.
Tucker, Georgia
230154
3090 Premiere Parkway, Suite 200 Duluth, GA 30097
(678) 417-4000 keckwood.com
G:\Shared Drives\2023 Projects\230154 - Peters Park Restroom\CAD\Drawings\230154 - Peters Park Restroom Adam.dwg
This draw ing and the design show n are the property of Keck & W ood, Inc. The reproduction, copying or other use of this draw ing w ithout w ritten consent is prohibited and any infringem ent w ill be subject to legal action.
2021 Keck & W ood, Inc.
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COVER
AutoCAD SHX Text
PROJECT DIRECTORY
AutoCAD SHX Text CIVIL ENGINEER/PROJECT MANAGER /PROJECT MANAGER KECK & WOOD INC. CONTACT: ADAM SHELTON, P.E., ADAM SHELTON, P.E., , PHONE: 678-417-4025 678-417-4025 EMAIL: ASHELTON@KECKWOOD.COM ASHELTON@KECKWOOD.COMASHELTON@KECKWOOD.COM
AutoCAD SHX Text
UTILITY DIRECTORY
AutoCAD SHX Text ELECTRIC SERVICE PROVIDER: GEORGIA POWER 1697 MONTREAL CIR. TUCKER, GA 30084 PHONE: 888-660-5890
AutoCAD SHX Text WATER/SEWER/ELECTRIC PROVIDER: DEKALB COUNTY WATER OPS 1580 ROADHAVEN DR. STONE MOUNTAIN, GA 30083 PHONE: 770-621-7200
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STONE MOUNTAIN FWY (U.S. 78)
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MEMORIAL DRIVE
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LAWRENCEVILL HWY (U.S. 29)
ashelton PE Stamp ashelton Text Box 8/28/24
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D ate:
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NO. DATE REVISION
AD
AM
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08/28/2024
M W
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WILLIAM MCKINLEY PETER PARK
1832 Clark Dr.
Tucker, Georgia
230154
3090 Premiere Parkway, Suite 200 Duluth, GA 30097
(678) 417-4000 keckwood.com
G:\Shared Drives\2023 Projects\230154 - Peters Park Restroom\CAD\Drawings\230154 - Peters Park Restroom Adam.dwg
This draw ing and the design show n are the property of Keck & W ood, Inc. The reproduction, copying or other use of this draw ing w ithout w ritten consent is prohibited and any infringem ent w ill be subject to legal action.
2021 Keck & W ood, Inc.
Sanitary Sew er N otes:
W ater N otes:
GENERAL NOTES
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1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND STRUCTURES ALONG THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND STRUCTURES ALONG THE PROPOSED ALIGNMENT. CONTRACTOR IS TO NOTIFY THE OWNER OR ENGINEER ANY CONFLICTS THAT MAY ARISE DUE TO UTILITY LOCATIONS. 2. MINIMUM ALLOWABLE DEPTH OF COVER IS 4-FEET, UNLESS NOTED OTHERWISE. MAXIMUM MINIMUM ALLOWABLE DEPTH OF COVER IS 4-FEET, UNLESS NOTED OTHERWISE. MAXIMUM ALLOWABLE DEPTH OF COVER IS 6.5-FEET, UNLESS NOTED OTHERWISE CONTACT CITY OF TUCKER PARKS AND RECREATION DIRECTOR, RIP ROBERTSON, FOR REVIEW AND APPROVAL OF ALL PIPE WITH DEPTHS GREATER THAN 6.5-FEET. 3. BEND INDICATED IN THE DRAWINGS ARE ESTIMATED ONLY. CONTRACTOR SHALL BE BEND INDICATED IN THE DRAWINGS ARE ESTIMATED ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF BENDS & OTHER FITTINGS DEEMED NECESSARY TO AVOID CONFLICTS AND ADJUST WATER LINE DEPTH AS NECESSARY. CONTRACTOR SHALL NOT EXCEED MANUFACTURER'S MAXIMUM DEFLECTION ANGLE BETWEEN JOINTS. 4. ALL WATER MAINS AND SERVICE LINES SHALL BE BACKFILLED AND COMPACTED, ALL WATER MAINS AND SERVICE LINES SHALL BE BACKFILLED AND COMPACTED, PRESSURE TESTED, STERILIZED, PASS THE BACTERIA TEST PER DEKALB COUNTY SPECIFICATIONS, AND BE ACCEPTED BY THE CITY PRIOR TO CUSTOMER TIE-IN. CUSTOMER TIE-INS REQUIRE 72-HOURS ADVANCED NOTIFICATION OF SERVICE INTERRUPTIONS. TIE-INS MAY REQUIRE BEING DONE DURING EVENINGS OR ON WEEKENDS. 5. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF TUCKER'S PROJECT THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF TUCKER'S PROJECT COORDINATOR FOR ALL WATER LINE FACILITY WORK: RIP ROBERTSON (PHONE: 470-273-3076). 6. DURING ALL TIMES OF CONSTRUCTION, CONTRACTORS IS TO HAVE ON HAND ALL DURING ALL TIMES OF CONSTRUCTION, CONTRACTORS IS TO HAVE ON HAND ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE A REPAIR OF ANY POTENTIAL AND/OR UNFORESEEN EXISTING WATER MAIN AND/OR SERVICE LINE BREAK. 7. CONTRACTOR IS PROHIBITED FROM LEAVING EXCAVATED AREAS OPEN OVERNIGHT. CONTRACTOR IS PROHIBITED FROM LEAVING EXCAVATED AREAS OPEN OVERNIGHT. EXCAVATED AREAS SHALL EITHER BE BACKFILLED AND COMPACTED FLUSH TO GRADER OR STEEL PLATES OF SUFFICIENT THICKNESS WILL BE USED ATOP EXCAVATION. 8. CONTRACTOR SHALL NOTIFY DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT CONTRACTOR SHALL NOTIFY DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT INSPECTOR FORTY EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION. 9. ALL EXISTING UNDERGROUND UTILITIES SHOWN ON PROFILES ARE ASSUMED TO BE SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN ON PROFILES ARE ASSUMED TO BE SHOWN IN APPROXIMATE LOCATION ONLY. 10. CONTRACTOR WILL PROVIDE BACKFLOW PREVENTORS AND/OR PRESSURE RELEASE CONTRACTOR WILL PROVIDE BACKFLOW PREVENTORS AND/OR PRESSURE RELEASE VALVES AT EACH EXISTING BUILDING WHERE NEW SERVICE WILL BE PROVIDED.
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1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND STRUCTURES ALONG THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND STRUCTURES ALONG THE PROPOSED ALIGNMENT. CONTRACTOR IS TO NOTIFY THE OWNER OR ENGINEER OF ANY CONFLICTS THAT MAY ARISE DUE TO UTILITY LOCATIONS. 2. ALL MANHOLES, FRAMES, AND COVERS PER DEKALB COUNTY STANDARDS. ALL MANHOLES, FRAMES, AND COVERS PER DEKALB COUNTY STANDARDS. 3. PROVIDE BYPASS PUMPING OR OTHER PROVISIONS NECESSARY TO COMPLETE PROVIDE BYPASS PUMPING OR OTHER PROVISIONS NECESSARY TO COMPLETE CONSTRUCTION WITHOUT SERVICE INTERRUPTIONS, SEWAGE LEAKAGE, OR SPILLS. 4. CONTRACTOR SHALL SWEEP EXISTING PAVEMENT WHERE SOIL WAS STOCK PILED DURING CONTRACTOR SHALL SWEEP EXISTING PAVEMENT WHERE SOIL WAS STOCK PILED DURING TRENCHING IMMEDIATELY AFTER SOIL IS RETURNED TO THE TRENCH. 5. CONTRACTOR IS PROHIBITED FROM LEAVING EXCAVATED AREAS OPEN OVERNIGHT. CONTRACTOR IS PROHIBITED FROM LEAVING EXCAVATED AREAS OPEN OVERNIGHT. EXCAVATED ARES SHALL EITHER BE BACKFILLED AND COMPACTED FLUSH TO GRADE, OR STEEL PLATES OF SUFFICIENT THICKNESS WILL BE USED ATOP EXCAVATION. 6. ALL PRECAST CONCRETE MANHOLES SHALL BE INSTALLED WITH A RIM ELEVATION AT ALL PRECAST CONCRETE MANHOLES SHALL BE INSTALLED WITH A RIM ELEVATION AT LEAST 18" ABOVE THE EXISTING GROUND UNLESS OTHERWISE NOTED ON PLANS. 7. ALL UNDERGROUND LINES SHALL BE CLEARLY MARKED WITH A CONTINUOUS RIBBON OR ALL UNDERGROUND LINES SHALL BE CLEARLY MARKED WITH A CONTINUOUS RIBBON OR BURIED WARNING TAPE ABOVE THE SANITARY SEWER MAIN FACILITIES. 8. PROPOSED GRADE PROFILE IS REPRESENTATIVE OF THE GRADE OF SANITARY SEWER PROPOSED GRADE PROFILE IS REPRESENTATIVE OF THE GRADE OF SANITARY SEWER CENTERLINE. 9. ALL TEMPORARY TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT ALL TEMPORARY TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 10. ALL STATIONING SHOWN IS PIPELINE STATIONING. ALL STATIONING SHOWN IS PIPELINE STATIONING. 11. ALL PIPELINE DISTANCES SHOWN ARE THE HORIZONTAL DISTANCE BETWEEN CENTER OF ALL PIPELINE DISTANCES SHOWN ARE THE HORIZONTAL DISTANCE BETWEEN CENTER OF MANHOLES. 12. ALL PIPELINE SLOPES SHOWN ARE CALCULATED BASED ON CENTER OF MANHOLE ALL PIPELINE SLOPES SHOWN ARE CALCULATED BASED ON CENTER OF MANHOLE DISTANCES. 13. GROUND ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE. GROUND ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE. 14. CONTRACTOR MUST JET CLEAN AND T.V. SANITARY SEWER AFTER ALL CONNECTIONS IS CONTRACTOR MUST JET CLEAN AND T.V. SANITARY SEWER AFTER ALL CONNECTIONS IS MADE TO THE EXISTING SEWER TIE-IN LOCATIONS. TRACER WIRE IS TO BE INSTALLED FOR ALL PVC PIPES.
AutoCAD SHX Text GENERAL NOTES: 1. TOTAL DISTURBED AREA = 0.09 AC. A NOI WILL NOT BE REQUIRED FOR THIS PROJECT. 2. THE HORIZONTAL DATUM FOR THIS SURVEY IS THE GEORGIA COORDINATE SYSTEM, WEST ZONE. VERTICAL DATUM USED IS NAVD 88. 3. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION OR AS DIRECTED BY THE ENGINEER. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION LAYOUT NECESSARY FOR PROPER GUIDANCE AND CONTROL IN THE PERFORMANCE OF ALL ITEMS OF WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SHALL INCLUDE ALL ACTIVITIES NECESSARY FOR THE PLACING, REPLACING IF NECESSARY AND MAINTAINING OF ALL CONSTRUCTION LAYOUT POINTS. 5. CONTRACTOR TO COORDINATE WITH CITY ON ALL UTILITIES TO BE ADJUSTED TO FINISHED GRADE UNLESS NOTED OTHERWISE, INCLUDING, BUT NOT LIMITED TO, SANITARY SEWER MANHOLES, WATER METERS, WATER VALVES, GAS METERS, GAS VALVES, AND FIRE HYDRANTS. 6. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY FEATURES DAMAGED DURING CONSTRUCTION NOT INTENDED FOR DEMOLITION; INCLUDING, BUT NOT LIMITED TO, PAVEMENT, CURING, SIDEWALKS, LANDSCAPING, SIGNS, UTILITIES OR HARDSCAPE ITEMS. 7. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL ACCURATELY LOCATE ABOVE AND BELOW GROUND UTILITIES WHICH MAY BE AFFECTED BY THE WORK. MARK THE LOCATION OF EXISTING UTILITIES AND PRESERVE AND PROTECT ALL UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. PROVIDE AT LEAST 72 HOURS ADVANCE NOTICE TO THE UTILITY OWNER PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF THE EXISTING UTILITY LINE. FOR EXISTING LOCATION ASSISTANCE, CONTACT THE 'UNDERGROUND UTILITIES PROTECTION CENTER' AT GEORGIA 811. 8. UTILITIES SHOWN ON PLANS ARE APPROXIMATELY LOCATED. ALL EXISTING UTILITIES MAY NOT HAVE BEEN FIELD LOCATED. UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF AND PRESERVING ALL UTILITIES INCLUDING THOSE NOT SHOWN OR INCORRECTLY SHOWN ON THE PLANS. UTILITIES IN THE AREA INCLUDE, BUT ARE NOT LIMITED TO; GAS, WATER, ELECTRICAL, SANITARY SEWER, CABLE AND TELEPHONE. 9. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS WHICH EFFECT NEW WORK PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXIST. 10. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCY BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE SITE, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND ENGINEER IN WRITING OR BY OTHER MEANS DICTATED BY THE CONTRACT. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING ABOVE AND BELOW GRADE UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR INDIVIDUAL SERVICES PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER OR UTILITY PROVIDER. 12. CONTRACTOR IS TO MAINTAIN UTILITY SERVICES, INCLUDING WATER, SANITARY SEWER, STORM SEWER, NATURAL GAS, ELECTRIC, AND TELEPHONE AT ALL TIMES DURING CONSTRUCTION. 13. CONTRACTOR IS TO KEEP ALL PARKING AREAS, ALLEYS, AND STREETS ADJACENT TO THE CONSTRUCTION SITE CLEAN AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL ENSURE POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. 15. ALL WORK TO BE DONE IN ACCORDANCE WITH THE CURRENT GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT) STANDARD DETAILS AND THE GDOT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF TRANSPORTATION SYSTEMS, 2021 EDITION, AND SUPPLEMENTS THERETO, AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION. 16. UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER, 811, FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES. THE CONTRACTOR'S ATTENTION IS CALLED TO SUBSECTION 105.06 OF THE GDOT STANDARD SPECIFICATIONS "COOPERATION WITH UTILITIES" 17. ALL UNDERGROUND UTILITIES ARE TO BE LOCATED BY THE UTILITY OWNER OR A "LOCATE" FIRM PRIOR TO EARTH DISTURBING ACTIVITIES. 18. THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS SUBJECTED TO DUST FORMATION MUST BE PERIODICALLY WATERED SUFFICIENT TO RETARD DUST. 19. TYPE OF GRASS OR SOD USED ON THIS PROJECT WILL BE REQUIRED TO MATCH TYPE OF GRASS OR SOD WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN. I.E. BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA ETC. 20. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO SUB-SECTION 107.07 OF THE GDOT STANDARD SPECIFICATIONS. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL. 22. CONTRACTOR TO MAINTAIN ACCESS TO BUILDINGS AT ALL TIMES BY USE OF GRAVEL, TEMPORARY SIDEWALKS, OR OTHER MEANS FOR SAFE PEDESTRIAN TRAVEL. 23. CONTRACTOR IS TO PREVENT DAMAGE TO BUILDINGS, UTILITIES, AND OTHER FEATURES TO REMAIN. CONTRACTOR TO REPAIR DAMAGED FEATURES TO ORIGINAL CONDITION OR BETTER AT CONTRACTORS EXPENSE.
AutoCAD SHX Text
24. THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS REGARDING PIPE INSTALLATION IN TRENCHES. 25. ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING, NO GRADING SHALL BE DONE UNTIL SILT FENCE INSTALLATION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SILT FENCES AND TO REPAIR OR REPLACE ANY SILT FENCE THAT IS NOT SATISFACTORY. EROSION CONTROL GATES SHALL BE PLACED IMMEDIATELY AFTER DRAINAGE STRUCTURES ARE IN PLACE. ALL EROSION CONTROL DEVICES SHALL BE PLACED ACCORDING TO THE PLANS AND AS DIRECTED BY THE ENGINEER. SEE THE GEORGIA STANDARD SPECIFICATIONS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", CURRENT EDITION REGARDING EROSION CONTROL. 26. CONTRACTOR TO ENSURE THAT ALL PROPOSED CONCRETE IS FINISHED TO THE SATISFACTION OF THE CITY OF TUCKER. CONTRACTOR TO COORDINATE WITH THE CITY OF TUCKER AND ENGINEER TO REVIEW THE FIRST CONCRETE POUR, PRIOR TO MOVING FORWARD WITH THE REMAINING CONCRETE PLACEMENT. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MARKED-UP SET OF DESIGN DRAWINGS SHOWING "AS-BUILT" CONDITIONS. THESE "RECORD DRAWINGS" SHALL BE MADE AVAILABLE TO THE DESIGNER, OWNER, AND/OR THE INSPECTOR UPON REQUEST. THE MARK-UPS SHALL BE KEPT AT THE SITE AT ALL TIMES DURING CONSTRUCTION AND PROVIDED TO THE OWNER AT THE END OF CONSTRUCTION. 28. THE CONSTRUCTION (MATERIALS AND INSTALLATION) OF ALL WATER MAINS, SERVICE LINES, VALVES, AND OTHER APPURTENANCES SHALL BE IN ACCORDANCE WITH DEKALB COUNTY SPECIFICATIONS, ORDINANCES, AND STANDARD DRAWINGS. 29. THE CONSTRUCTION (MATERIALS AND INSTALLATION) OF ALL GRAVITY SEWER MAINS, SERVICE LINES, MANHOLES, CONNECTIONS, AND CLEANOUTS SHALL BE IN ACCORDANCE WITH DEKALB COUNTY SPECIFICATIONS, ORDINANCES, AND STANDARD DRAWINGS. 30. COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 31. ALL PIPE ELEVATIONS SHOWN ARE TO THE INVERT UNLESS NOTED OTHERWISE. 32. DEMOLITION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED IN THE CONTRACT OR PROJECT SPECIFICATIONS. ALL WASTE SOILS, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHALL BE HAULED OFF-SITE AND DISPOSED OF AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. BURNING WILL NOT BE ALLOWED ON THIS PROJECT UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY. 33. THE CONTRACTOR SHALL BE REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND WITHIN THE PROPERTY IDENTIFIED AS PETERS PARK AS SHOWN ON THE PLANS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, VEHICLES AND EQUIPMENT, LIMITS OF TRENCH EXCAVATION, AND EXCAVATED MATERIAL AND BACKFILL STORAGE. IF THE CONTRACTOR REQUIRES ADDITIONAL CONSTRUCTION EASEMENTS IT SHALL BE SOLELY THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH EASEMENTS FROM INDIVIDUAL PROPERTY OWNERS. THE CONTRACTOR IS ALLOWED TO CLEAR ONLY THE AREA DEEMED NECESSARY FOR CONSTRUCTION ACTIVITIES. 34. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL UTILITIES NOT LOCATED BY THE UTILITY PROTECTION CENTER. 35. FIELD CHANGES DURING CONSTRUCTION MUST BE SUBMITTED FOR REVIEW AND APPROVED BY THE CITY OF TUCKER BEFORE CHANGES ARE IMPLEMENTED. 36. PROJECT LOCATED WITHIN THE CITY, THE DEVELOPER SHALL PROVIDE A MAINTENANCE BOND TO DEKALB COUNTY WATERSHED MANAGEMENT PRIOR TO APPROVAL OF AS-BUILT PLANS. 37. WATER AND SEWER FEES NEED TO BE PAID UNDER THE FOLLOWING CIRCUMSTANCE: 53.1 NEW CONSTRUCTION, RE-DEVELOPMENT, ADDITIONS, CHANGE OF USE, ETC. 53.2 THESE FEES ARE TO BE PAID AT 330 WEST PONCE DE LEON AVE, 2ND FLOOR. 53.3 FAILURE IN PAYMENT OF THESE FEES WILL RESULTS IN POSTPONEMENT OF THE PLAN REVIEW PROCESS. 53.4 CALL (404) 371-4918 FOR FEE CALCULATIONS OR ANY QUESTIONS. 38. CONTRACTOR TO NOTIFY THE DWM CONSTRUCTION INSPECTOR AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. INSPECTOR CONTACT NO EMAIL COVERAGE AREAS CONTACT NO EMAIL COVERAGE AREAS EMAIL COVERAGE AREAS COVERAGE AREAS MERCER MCGUIRE 770-687-4060 MMcGuire@dekalbcountyga.gov SENIOR INSPECTOR 770-687-4060 MMcGuire@dekalbcountyga.gov SENIOR INSPECTOR MMcGuire@dekalbcountyga.gov SENIOR INSPECTOR SENIOR INSPECTOR LONNIE KELLEY 404-371-2149 llkelley@dekalbcountyga.gov 15 , 16 , 12 404-371-2149 llkelley@dekalbcountyga.gov 15 , 16 , 12 llkelley@dekalbcountyga.gov 15 , 16 , 12 15 , 16 , 12 th, 16 , 12 th, 12 thBRUCE MAYHEW 404-371-3218 bmayhew@dekalbcountyga.gov 15 , 16 , 11 404-371-3218 bmayhew@dekalbcountyga.gov 15 , 16 , 11 bmayhew@dekalbcountyga.gov 15 , 16 , 11 15 , 16 , 11 th, 16 , 11 th, 11 thDANIEL TUCKER 404-687-4050 datucker@dekalbcountyga.gov 18 & 6 404-687-4050 datucker@dekalbcountyga.gov 18 & 6 datucker@dekalbcountyga.gov 18 & 6 18 & 6 th & 6 thLES MOSELY 404-371-3213 lbmosley@dekalbcountyga.gov 18 404-371-3213 lbmosley@dekalbcountyga.gov 18 lbmosley@dekalbcountyga.gov 18 18 thJOESPH YOUNG 678-794-3980 joyoung@dekalbcountyga.gov 16 & 12 678-794-3980 joyoung@dekalbcountyga.gov 16 & 12 joyoung@dekalbcountyga.gov 16 & 12 16 & 12 th & 12 th39. TO PURCHASE A COPY OF THE DESIGN STANDARDS, PLEASE CALL (770) 414-2383 OR (770) 621-7272. 40. CONTRACTOR SHALL NOTIFY DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT INSPECTOR 48 HOURS PRIOR TO START OF CONSTRUCTION.
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08/28/2024
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WILLIAM MCKINLEY PETER PARK
1832 Clark Dr.
Tucker, Georgia
230154
3090 Premiere Parkway, Suite 200 Duluth, GA 30097
(678) 417-4000 keckwood.com
G:\Shared Drives\2023 Projects\230154 - Peters Park Restroom\CAD\Drawings\230154 - Peters Park Restroom Adam.dwg
This draw ing and the design show n are the property of Keck & W ood, Inc. The reproduction, copying or other use of this draw ing w ithout w ritten consent is prohibited and any infringem ent w ill be subject to legal action.
2021 Keck & W ood, Inc.
SITE AND UTILITY PLAN
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25' STATE BUFFER
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50' UNDISTURBED BUFFER
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75' IMPERVIOUS BUFFER
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PROPOSED RESTROOM BUILDING (APPR. 250 SF)
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WILLIAM MCKINLEY PETER PARK
1832 Clark Dr.
Tucker, Georgia
230154
3090 Premiere Parkway, Suite 200 Duluth, GA 30097
(678) 417-4000 keckwood.com
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This draw ing and the design show n are the property of Keck & W ood, Inc. The reproduction, copying or other use of this draw ing w ithout w ritten consent is prohibited and any infringem ent w ill be subject to legal action.
2021 Keck & W ood, Inc.
G
EN
ER
AL N
O
TES
1.
LO
C
AL, STATE AN
D M
AN
U
FAC
TU
R
ER
'S R
EC
O M
M
EN
D
ED
M
ETH
O D
S FO
R
SPILL C
LEAN
U P W
ILL BE C
LEAR
LY
PO
STED
AN
D
PR
O C
ED
U
R
ES W
ILL BE M
AD
E AVAILABLE TO
SITE PER
SO
N
N
EL.
2.
M
ATER
IAL AN
D
EQ
U
IPM
EN
T N
EC
ESSAR
Y FO
R
SPILL C
LEAN
U P W
ILL BE KEPT IN
TH
E M
ATER
IAL STO
R
AG
E
AR
EAS. TYPIC
AL M
ATER
IALS AN
D
EQ
U
IPM
EN
T IN
C
LU
D
ES, BU
T IS N
O
T LIM
ITED
TO
, BR
O
O M
S, D U
STPAN
S, M
APS, R
AG
S, G
LO
VES, G
O G
G
LES, C
AT LITTER
, SAN
D
, SAW
D U
ST AN
D
PR
O
PER
LY LABELED
PLASTIC
AN
D M
ETAL W
ASTE C
O N
TAIN
ER
S.
3.
SPILL PR
EVEN
TIO
N
PR
AC
TIC
ES AN
D
PR
O C
ED
U
R
ES W
ILL BE R
EVIEW
ED
AFTER
A SPILL AN
D
AD
JU
STED
AS
N
EC
ESSAR
Y TO
PR
EVEN
T FU
TU
R
E SPILLS.
4.
ALL SPILLS W
ILL BE C
LEAN
ED
U
P IM
M
ED
IATELY U
PO
N
D
ISC
O
VER
Y. ALL SPILLS W
ILL BE R
EPO
R
TED
AS
R
EQ
U
IR
ED
BY LO
C
AL, STATE AN
D
FED
ER
AL R
EG
U
LATIO
N
S.
5.
FO
R
SPILLS TH
AT IM
PAC
T SU
R
FAC
E W
ATER
(LEAVE A SH
EEN
O N
SU
R
FAC
E W
ATER
), TH
E N
ATIO
N
AL
R
ESPO
N
SE C
EN
TER
(N R
C ) W
ILL BE C
O
N
TAC
TED
W
ITH
IN
24 H O
U R
S AT 1-800-424-8802.
6.
FO
R
SPILLS O
F AN
U N
KN
O
W N
AM
O
U N
T, TH
E N
ATIO
N
AL R
ESPO
N
SE C
EN
TER
(N R
C ) W
ILL BE C
O
N
TAC
TED
W
ITH
IN
24 H O
U R
S AT 1-800-424-8802.
7.
FO
R
SPILLS G
R
EATER
TH
AN
25 G
ALLO
N
S AN
D
N O
SU
R
FAC
E W
ATER
IM
PAC
T, TH
E G
EO
R G
IA EPD
W
ILL BE
C
O N
TAC
TED
W
ITH
IN
24 H
O U
R S.
8.
FO
R
SPILLS LESS TH
AN
25 G
ALLO
N
S AN
D
N O
SU
R
FAC
E W
ATER
IM
PAC
T, TH
E SPILL W
ILL BE C
LEAN
ED
U P
AN
D
LO
C
AL AG
EN
C
IES W
ILL BE C
O
N
TAC
TED
AS R
EQ
U
IR
ED
9.
TH
E C
O N
TR
AC
TO
R
SH
ALL N
O
TIFY TH
E LIC
EN
SED
PR
O
FESSIO
N
AL W
H O
PR
EPAR
ED
TH
IS PLAN
IF M
O R
E
TH
AN
1,320 G
ALLO
N
S O
F PETR
O
LEU
M
IS STO
R
ED
O N
SITE (TH
IS IN
C
LU
D
ES C
APAC
ITIES O
F EQ
U
IPM
EN
T) O R
IF AN
Y O
N
E PIEC
E O
F EQ
U
IPM
EN
T H
AS A C
APAC
ITY G
R
EATER
TH
AN
660 G
ALLO
N
S. TH
E C
O N
TR
AC
TO
R
W
ILL
N
EED
A SPILL PR
EVEN
TIO
N
C O
N
TAIN
M
EN
T AN
D
C O
U N
TER
M
EASU
R
ES PLAN
PR
EPAR
ED
BY TH
AT LIC
EN
SED
PR
O
FESSIO
N
AL.
10.
SPILL AR
EA W
ILL BE KEPT W
ELL VEN
TILATED
AN
D
PER
SO
N
N
EL W
ILL W
EAR
APPR
O
PR
IATE PR
O
TEC
TIVE
C
LO
TH
IN
G
TO
PR
EVEN
T IN
JU
R
Y FR
O
M C
O N
TAC
T W
ITH
A H
AZAR
D
O U
S SU
BSTAN
C E
11.
SPILLS O
F TO
XIC
O R
H
AZAR
D O
U S M
ATER
IAL W
ILL BE R
EPO
R
TED
TO
TH
E APPR
O
PR
IATE STATE O
R
LO
C
AL
G O
VER
N
M
EN
T AG
EN
C Y R
EG
AR
D
LESS O
F TH
E SIZE.
12.
TH
E SPILL PR
EVEN
TIO
N
PLAN
W
ILL BE AD
JU
STED
TO
IN
C
LU
D
E M
EASU
R
ES TO
PR
EVEN
T TH
IS TYPE O
F SPILL
FR
O M
R
EO
C C
U R
R
IN
G
AN
D H
O W
TO
C
LEAN
U
P TH
E SPILL IF TH
ER
E IS AN
O
TH
ER
O
N E. A D
ESC
R
IPTIO
N
O F
TH
E SPILL, W
H
AT C
AU
SED
IT, AN
D
TH
E C
LEAN
U
P M
EASU
R
ES W
ILL ALSO
BE IN
C
LU
D
ED
13.
TH
E C
O N
TR
AC
TO
R
'S SITE SU
PER
IN
TEN
D
EN
T R
ESPO
N
SIBLE FO
R
TH
E D
AY-TO
-D
AY SITE O
PER
ATIO
N S W
ILL
BE TH
E SPILL PR
EVEN
TIO
N
AN
D
C
LEAN
U P C
O O
R D
IN
ATO
R . H
E W
ILL D
ESIG
N
ATE AT LEAST O
N
E O
TH
ER
SITE
PER
SO
N W
H O
W
ILL R
EC
EIVE SPILL PR
EVEN
TIO
N
AN
D C
LEAN
U
P TR
AIN
IN
G
. TH
IS IN
D
IVID
U
AL W
ILL BEC
O
M E
R
ESPO
N
SIBLE FO
R
A PAR
TIC
U
LAR
PH
ASE O
F PR
EVEN
TIO
N
AN
D C
LEAN
U
P. TH
E N
AM
ES O
F R
ESPO
N
SIBLE
SPILL PER
SO
N N
EL W
ILL BE PO
STED
IN
TH
E M
ATER
IAL STO
R
AG
E AR
EA AN
D
IN
TH
E O
FFIC
E TR
AILER
O
N
SITE
(O R
D
ESIG
N
ATED
O N
SITE JO
B LO
C
ATIO
N
1.
PETR
O
LEU
M
BASED
PR
O
D U
C
TS - C
O N
TAIN
ER
S FO
R
PR
O
D U
C
TS SU
C H
AS FU
ELS, LU
BR
IC
AN
TS AN
D
TAR
S W
ILL BE IN
SPEC
TED
D
AILY FO
R
LEAKS AN
D
SPILLS. TH
IS IN
C
LU
D
ES O
N
-SITE VEH
IC
LE AN
D
M
AC
H
IN
ER
Y D
AILY IN
SPEC
TIO
N
S AN
D
R
EG
U
LAR
PR
EVEN
TATIVE M
AIN
TEN
AN
C E
O
F SU
C H
EQ
U
IPM
EN
T. EQ
U
IPM
EN
T M
AIN
TEN
AN
C
E AR
EAS W
ILL BE LO
C
ATED
AW
AY FR
O M
STATE W
ATER
S, N
ATU
R
AL D
R
AIN
S AN
D
STO
R
M W
ATER
D
R
AIN
AG
E IN
LETS. IN
AD
D
ITIO
N
, TEM
PO
R
AR
Y FU
ELIN
G
TAN
KS SH
ALL H
AVE A SEC
O N
D
AR
Y C O
N
TAIN
M
EN
T LIN
ER
TO
PR
EVEN
T/M
IN
IM
IZE SITE C
O
N
TAM
IN
ATIO
N . D
ISC
H
AR
G
E O F O
ILS, FU
ELS AN
D
LU
BR
IC
AN
TS IS PR
O H
IBITED
. PR
O
PER
D
ISPO
SAL M
ETH
O D
S W
ILL IN
C
LU
D
E C O
LLEC
TIO
N
IN
A SU
ITABLE C
O N
TAIN
ER
AN
D
D
ISPO
SAL AS R
EQ
U
IR
ED
BY LO
C
AL AN
D
STATE R
EG
U
LATIO
N
S.
2.
PAIN
TS/FIN
ISH
ES/SO
LVEN
TS - ALL PR
O D
U C
TS W
ILL BE STO
R
ED
IN
TIG
H
TLY SEALED
O R
IG
IN
AL C
O
N
TAIN
ER
S W
H
EN
N O
T IN
U
SE. EXC
ESS
PR
O
D U
C T W
ILL N
O
T BE D
ISC
H
AR
G
ED
TO
TH
E STO
R
M W
ATER
C
O
LLEC
TIO
N
SYSTEM
. EXC
ESS PR
O
D U
C T, M
ATER
IALS U
SED
W
ITH
TH
ESE
PR
O D
U C
TS AN
D
PR
O
D U
C T C
O N
TAIN
ER
S W
ILL BE D
ISPO
SED
O
F AC
C O
R D
IN
G
TO
M
AN
U
FAC
TU
R
ER
'S SPEC
IFIC
ATIO
N
S AN
D
R
EC
O M
M
EN
D
ATIO
N S.
3.
C
O N
C R
ETE TR
U
C K W
ASH
IN
G
- N
O C
O N
C R
ETE TR
U
C
KS W
ILL BE ALLO
W
ED
TO
W
ASH
O U
T O R
D
ISC
H
AR
G
E SU
R
PLU
S C O
N C
R
ETE O
R D
R U
M W
ASH
W
ATER
O
N
SITE.
4.
FER
TILIZER
/H
ER
BIC
ID
ES - TH
ESE PR
O
D U
C
TS W
ILL BE APPLIED
AT R
ATES TH
AT D
O N
O
T EXC
EED
TH
E M
AN
U
FAC
TU
R
ER
'S SPEC
IFIC
ATIO
N S
O R
ABO
VE TH
E G U
ID
ELIN
ES SET FO
R
TH
IN
TH
E C
R O
P ESTABLISH
M
EN
T O
R
IN
TH
E G
SW
C
C M
AN
U
AL FO
R
ER
O
SIO
N
AN
D
SED
IM
EN
T
C O
N
TR
O
L IN
G
EO
R G
IA. AN
Y STO
R
AG
E O
F TH
ESE M
ATER
IALS W
ILL BE U
N D
ER
R
O O
F IN
SEALED
C O
N
TAIN
ER
S.
5.
BU
ILD
IN
G M
ATER
IALS - N
O
BU
ILD
IN
G O
R C
O N
STR
U
C
TIO
N M
ATER
IALS W
ILL BE BU
R
IED
O
R D
ISPO
SED
O F O
N
SITE. ALL SU
C H
M
ATER
IAL
W
ILL BE D
ISPO
SED
O
F U
SIN
G
PR
O
PER
W
ASTE D
ISPO
SAL PR
O C
ED
U
R
ES.
SAN
ITAR
Y W
ASTE
1.
A M
IN
IM
U M
O F O
N
E PO
R
TABLE SAN
ITAR
Y U
N
IT W
ILL BE PR
O
VID
ED
FO
R
EVER
Y TEN
W O
R
KER
S O N
TH
E SITE. ALL SAN
ITAR
Y W
ASTE W
ILL
BE C
O
LLEC
TED
FR
O
M
TH
E PO
R
TABLE U
N
ITS A M
IN
IM
U
M O
F O N
E TIM
E PER
W
EEK BY A LIC
EN
SED
PO
R
TABLE FAC
ILITY PR
O
VID
ER
IN
C O
M
PLETE C
O M
PLIAN
C
E W
ITH
LO
C
AL AN
D
STATE R
EG
U
LATIO
N S.
2.
ALL SAN
ITAR
Y W
ASTE U
N
ITS W
ILL BE LO
C
ATED
IN
AN
AR
EA W
H
ER
E TH
E LIKELIH
O O
D O
F TH
E U
N
IT C
O N
TR
IBU
TIN
G
TO
STO
R M
W
ATER
D
ISC
H
AR
G
E IS N
EG
LIG
IBLE. AD
D
ITIO
N
AL C
O
N
TAIN
M
EN
T BM
PS M
U
ST BE IM
PLEM
EN
TED
, SU
C H
AS G
R
AVEL BAG
S O
R
SPEC
IALLY
D
ESIG
N
ED
PLASTIC
SKID
C
O N
TAIN
ER
S AR
O
U N
D
TH
E BASE TO
PR
EVEN
T W
ASTE FR
O
M C
O N
TR
IBU
TIN
G
TO
STO
R M
W
ATER
D
ISC
H
AR
G
ES.
TH
E LO
C
ATIO
N O
F SAN
ITAR
Y W
ASTE U
N
ITS M
U
ST BE ID
EN
TIFIED
O N
TH
E ER
O
SIO
N C
O N
TR
O
L PLAN
G
R
AD
IN
G
PH
ASE.
C
ITY O
F TU
C
K
ER
2088 G
LA
C
IER
D R
IVE
TU
C K
ER
, G
EO
R
G
IA
30087
EM
A
IL: R
R O
B
ER
TSO
N
TU
C K
ER
G
A .G
O V
O W
N
ER
1.
EM
ER
G
EN
C Y
24-H O
U R
C O
N
TAC
T
2.
N
A M
E: R
IP R
O B
ER
TSO
N
PA
R K
S A N
D R
EC
R
EA
TIO
N D
IR
EC
TO
R
O
FFIC
E # (470) 273-3076 / M O
B
ILE # (470) 481-0205
3.
TO
TAL SITE AR
EA: 3.67 A
C R
ES
D
ISTU
R
BED
AR
EA: 0.09 A
C
R
ES
4.
TH
E LAN
D
D
ISTR
IC
TS AN
D
LAN
D
LO
TS FO
R
TH
E PR
O
JEC
T AR
E: 18 185 04 022
5.
D
ESC
R
IPTIO
N
: TH
E C
O N
STR
U
C
TIO
N
AC
TIVITIES G
EN
ER
ALLY IN
C
LU
D
E IN
STALLATIO
N
O F N
EC
ESSAR
Y ER
O
SIO
N
C O
N
TR
O
L, IN
STALLATIO
N
O F N
EW
W
ATER
AN
D
SAN
ITAR
Y SEW
ER
PIPES TO
SER
VE TH
E N
EW
R
ESTR
O O
M
BU
ILD
IN
G U
N D
ER
N
EATH
TH
E EXISTIN
G
PAVILIO
N
6.
EXISTIN
G
SITE C
O
N D
ITIO
N
S AN
D
AD
JAC
EN
T AR
EAS: . TH
E EXISTIN
G
SITE C
O N
SISTS O
F BASKETBALL C
O U
R
TS,
PLAYG
R
O U
N D
EQ
U
IPM
EN
T, W
ALKIN
G
TR
AIL, AN
D
VEG
ETATIO
N
. SLO
PES AR
E G
EN
TLE TO
STEEP AN
D
TH
E
VEG
ETATIO
N
VAR
IES FR
O
M G
R
ASS AN
D
SO
D
TO
U N
D
ISTU
R
BED
W O
O D
S.
7.
TH
IS SITE D
O
ES N
O T C
O N
TA
IN
W
ETLA
N D
S O R
A N
Y K N
O W
N C
EM
ETER
IES.
8.
N O
U N
IQ
U
E VEG
ETATIO
N
, IN
C
LU
D
IN
G W
ETLAN
D
VEG
ETATIO
N , H
AVE BEEN
FO
U N
D
TO
EXIST W
ITH
IN
TH
E LIM
ITS O
F
TH
IS PR
O
JEC
T.
9.
PR
O
JEC
T SITE C
O
N
TAIN
S STATE W
ATER
S R
EQ
U
IR
IN
G
U N
D
ISTU
R
BED
BU
FFER
S, 25'.
10.
SO
U
TH
FO
R K
PEA
C
H
TR
EE C
R
EEK
IS TH
E R
EC
EIVIN
G
W A
TER
S.
11.
N
O
EXISTIN
G
STO
R M
D R
AIN
PIPES O
R W
EIR
S W
ILL BE AFFEC
TED
12.
W A
STE M
A
TER
IA
LS SH
A
LL N
O
T B E D
ISC
H
A R
G
ED
TO
W
A
TER
S O
F TH
E STA
TE, EXC
EPT A
S A
U
TH
O R
IZED
B
Y A
SEC
TIO
N
404 PER
M
IT.
13.
SITES AR
E LO
C
ATED
IN
TH
E C
ITY O
F TU
C
KER
U
N
LESS O
TH
ER
W
ISE N
O
TED
.ZE
14.
ALL LAN
D
D
ISTU
R
BIN
G
AC
TIVITY IS LO
C
ATED
W
ITH
IN
R
ESID
EN
TIAL AN
D R
U R
AL AR
EAS.
15.
A
LL SPEC
IA
L FLO
O
D H
A
ZA
R D
A R
EA
IN
FO
R
M A
TIO
N
TA
K
EN
FR
O M
PA
N
ELS O
N
FIR
M
M A
PS D
A
TED
12/8/2016.
16.
W
O R
K ZO
N
ES W
ILL BE SET U
P AC
C
O R
D
IN
G
TO
M .U
.T.C .D
. M
AN
U
AL.
17.
R
ETAIN
IN
G W
ALLS O
VER
4' IN
H
EIG
H
T AN
D
PAR
T O
F IN
ITIAL IN
FR
ASTR
U C
TU
R
E W
ILL BE R
EQ
U
IR
ED
TO
BE
IN
SPEC
TED
BY D
ESIG
N
PR
O
FESSIO
N
AL O
R
R
EPR
ESEN
TATIVE AN
D
IN
SPEC
TIO
N R
EPO
R
T W
ILL BE R
EQ
U
IR
ED
AT
TIM
E O F C
.O
18.
ALL M
AN
H
O
LES O
R C
ATC
H
BASIN
S M
AY N
O
T BE C
O
VER
ED
D U
R
IN
G O
R
AFTER
C O
N
STR
U C
TIO
N
AN
D
SH
ALL BE
VISIBLE AN
D
C
LEAN
O N
FIN
AL IN
SPEC
TIO
N
19.
SH
O U
LD
ER
R
ESTO
R
ATIO
N W
ILL BE LEVEL W
ITH
EXISTIN
G
ASPH
ALT AN
D
SLO
PIN
G
TO
D
ITC
H
LIN
E.
20.
ALL D
R
IVEW
AY APR
O
N S M
U
ST BE IN
SPEC
TED
W H
EN
FO
R M
ED
AN
D
AFTER
PO
U
R
ED
21.
C O
N
TR
AC
TO
R M
U
ST C
ALL C
ITY PU
BLIC
W
O R
KS EN
G
IN
EER
S O
FFIC
E FO
R
IN
SPEC
TIO
N
O
F ALL STO
R M
D R
AIN
SYSTEM
S (PIPES, BO
XES, C
ATC
H
BASIN
S, ETC
.) BEFO
R
E BAC
KFILLIN
G
22.
C
O N
C R
ETE TR
U
C K D
R U
M
S SH
ALL N
O
T BE W
ASH
ED
O
U T O
N
SITE AN
D
SU
R
PLU
S C O
N C
R
ETE W
ILL N
O
T BE
D
ISC
AR
D
ED
O N
SITE.
23.
C O
N C
R
ETE TR
U C
K SH
O
O
TS AN
D
TO
O
LS W
ILL BE W
ASH
ED
O
U
T IN
TO
TH
E W O
R
KIN
G
TR
EN
C
H
PR
IO
R
TO
BAC
KFILL.
N
O W
ATER
FR
O M
W
ASH
IN
G
O
FF TO
O
LS O
R
SH
O O
TS W
ILL LEAVE TH
E SITE O
R
D R
AIN
O
N
TO
U N
D
ISTU
R
BED
AR
EAS.
24.
AN
Y SO
IL O
R D
EBR
IS O
N R
O
AD
W
ILL BE R
EM
O
VED
D
AILY O
R
IM
M
ED
IATELY IF A H
AZAR
D
O U
S R O
AD
C
O N
D
ITIO
N
EXISTS.
25.
LIM
IT O
F D
ISTU
R
BAN
C
E SH
ALL BE N
O G
R
EATER
TH
AN
50 AC
R
ES AT AN
Y O
N
E TIM
E W
ITH
O U
T PR
IO
R W
R
ITTEN
AU
TH
O R
IZATIO
N
FR
O
M
TH
E EPD
D
ISTR
IC
T O
FFIC
E.
26.
TH
ER
E AR
E N
O
PR
O
PO
SED
BU
FFER
EN
C R
O
AC
H M
EN
TS IN
TO
TH
E 25' STATE W
ATER
S BU
FFER
PU
BLIC
U
TILITIES N
O
TES
1.
D
EKALB C
O
U N
TY SH
ALL BE N
O
TIFIED
24 H O
U R
S PR
IO
R
TO
AN
Y W
ATER
O
R
SAN
ITAR
Y SEW
ER
LIN
E C
O N
STR
U
C
TIO
N O
R R
EPAIR
S. O
N
LY C
O N
TR
AC
TO
R
S APPR
O
VED
BY D
EKALB C
O
U N
TY PU
BLIC
U
TILITIES
D
EPAR
TM
EN
T W
ILL BE ALLO
W
ED
TO
PER
FO
R
M C
O N
STR
U
C
TIO
N O
R R
EPAIR
S C
O N
N
EC
TED
TO
SAID
W
ATER
O
R
SAN
ITAR
Y SEW
ER
M
AIN
S. C
ALL EN
G
IN
EER
IN
G
IN
SPEC
TO
R
'S O
FFIC
E AT (470) 371-4918 PR
IO
R
TO
BEG
IN
N
IN
G C
O N
STR
U
C
TIO
N O
R
TO
BEC
O
M
E AN
APPR
O
VED
C
O N
TR
AC
TO
R
2.
ALL W
ATER
M
AIN
AN
D
SAN
ITAR
Y SEW
ER
M
ATER
IALS AN
D
W O
R
KM
AN
SH
IP SH
ALL BE IN
AC
C
O R
D
AN
C E W
ITH
TH
E C
ITY O
F TU
C
KER
"STAN
D
AR
D
SPEC
IFIC
ATIO
N
S FO
R
C O
N
STR
U C
TIO
N
O F W
ATER
M
AIN
S AN
D
SAN
ITAR
Y SEW
ER
S", (LATEST ED
ITIO
N
3.
TH
E C O
N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R M
AIN
TAIN
IN
G
A M
AR
KED
-U
P SET O
F C
O N
TR
AC
T D R
AW
IN
G S
SH
O
W
IN
G
"AS-BU
ILT" C
O
N D
ITIO
N
S. TH
ESE "R
EC
O
R D
D R
AW
IN
G
S" SH
ALL BE M
AD
E AVAILABLE TO
TH
E EN
G
IN
EER
AN
D
/O R
TH
E C
ITY IN
SPEC
TO
R
U
PO
N R
EQ
U
EST. TH
E M
AR
K-U
PS SH
ALL BE AT TH
E SITE AT ALL TIM
ES AN
D
SH
ALL
BE U
TILIZED
TO
D
EVELO
P FIN
AL R
EC
O
R D
D R
AW
IN
G
S. FIN
AL AC
C
EPTAN
C
E O F W
ATER
AN
D /O
R
SEW
ER
M
AIN
C
O N
STR
U
C
TIO
N W
ILL N
O
T BE G
R
AN
TED
U N
TIL AS-BU
ILT D
R
AW
IN
G
S H
AVE BEEN
R
EC
EIVED
BY D
EKALB C
O
U N
TY
W
ATER
O
PS.
4.
M
AIN
TAIN
A M
IN
IM
U M
10 FEET H
O
R
IZO
N
TAL D
ISTAN
C
E BETW
EEN
W
ATER
& SEW
ER
LIN
E.
5.
M
AIN
TAIN
A M
IN
IM
U
M
18 IN
C H
VER
TIC
AL D
ISTAN
C
E BETW
EEN
W
ATER
AN
D
SEW
ER
LIN
E.
6.
W H
ER
E W
ATER
AN
D
SAN
ITAR
Y SEW
ER
LIN
ES C
R
O
SS, TH
E W
ATER
M
AIN
SH
ALL BE 18 IN
C H
ES ABO
VE TH
E SEW
ER
IF TH
E SEW
ER
M U
ST BE ABO
VE TH
E W
ATER
M
AIN
, TH
E SEW
ER
SH
ALL BE AT LEAST 18 IN
C
H
ES ABO
VE AN
D
EN
C
ASED
IN
C O
N C
R
ETE A M
IN
IM
U M
O
F 10 FEET O
N
EAC
H
SID
E O
F TH
E W
ATER
M
AIN
. JO
IN
TS SH
ALL BE SPAC
ED
TO
PR
O
VID
E M
AXIM
U
M D
ISTAN
C
E FR
O
M C
R O
SSIN
G
7.
W H
ER
E W
ATER
O
R
SAN
ITAR
Y SEW
ER
M
AIN
S C
R O
SS STO
R
M D
R
AIN
S, M
IN
IM
U
M
18 IN
C H
ES VER
TIC
AL SEPAR
ATIO
N
SH
ALL BE M
AIN
TAIN
ED
ER
O
SIO
N
C O
N
TR
O L N
O
TES
1.
IN
STA
LLA
TIO
N
: TH
E ESC
A
PE O
F SED
IM
EN
T FR
O M
TH
E SITE SH
A
LL B
E PR
EVEN
TED
B
Y TH
E IN
STA
LLA
TIO
N
O F
ER
O
SIO
N
A N
D
SED
IM
EN
T C O
N
TR
O L M
EA
SU
R
ES A
N D
PR
A
C
TIC
ES PR
IO
R
TO
LA
N
D D
ISTU
R
B
IN
G A
C
TIVITIES.
2.
M
A
IN
TEN
A
N C
E: ER
O
SIO
N
C O
N
TR
O L M
EA
SU
R
ES W
ILL B
E M
A
IN
TA
IN
ED
A
T A
LL TIM
ES. IF FU
LL IM
PLEM
EN
TA
TIO
N O
F TH
E A
PPR
O
VED
PLA
N D
O
ES N
O
T PR
O
VID
E FO
R
EFFEC
TIVE ER
O
SIO
N C
O N
TR
O
L, A D
D
ITIO
N A
L ER
O
SIO
N
A N
D
SED
IM
EN
T C O
N
TR
O L M
EA
SU
R
ES SH
A
LL B
E IM
PLEM
EN
TED
TO
C
O N
TR
O
L O R
TR
EA
T TH
E SED
IM
EN
T SO
U
R C
E.
3.
A N
Y D
ISTU
R B
ED
A
R
EA
LEFT EXPO
SED
FO
R
A
PER
IO
D
G R
EA
TER
TH
A
N 14 D
A
YS SH
A
LL B
E STA
B
ILIZED
W
ITH
M
U
LC
H O
R
TEM
PO
R
A R
Y SEED
IN
G
4.
ER
O
SIO
N C
O N
TR
O
L M
EASU
R
ES SH
O W
N O
N
TH
E D R
AW
IN
G
S AR
E M
IN
IM
U
M R
EQ
U
IR
EM
EN
TS. AD
D
ITIO
N
AL
ER
O
SIO
N
C O
N
TR
O L M
E…
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