CON 4005 Term Project – Site Specific Safety Plan Fall 2021 1.

A Site Specific Safety Plan is required for each construction project.

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Apply the safety and management principles that you have learned in this course to create an SSSP for the Lake Washington Surface Water Treatment Plant Office Staff/Shop Building Project.

2.

A complete set of plans for the project and a draft activity list is posted on Canvas for your reference.

3.

At a minimum your SSSP must address the following areas: a.

Contractors Name b.

Brief description of Subcontractors Safety Policy c.

General description of the objective of this document d.

Site Information (Project Address) e.

Project Duration f.

Key Personnel (Project Manager, Project Engineer, Superintendent, Safety Officer, Forman, Etc) Project Specifics (Scope of Work, Site Conditions, Site Surroundings, Etc) g.

Health and Safety Responsibilities (Project Manager, Superintendent, Safety Officer, Forman, Employees, Etc) h.

Brief description of subcontractors Safety Standards.

Items should include but are not limited to: Safety Meetings, New Hire Orientation, Drug and Alcohol Policy,PPE, Housekeeping, Assured Grounding Program, JHA, Hot Work, Hazard Communication i.

Job Hazard Analysis for the work being performed j.

Resources (Medical, Fire, Chemical, Administration) k.

Traffic Control (General Traffic Provisions, Public Right-Away) l.

Emergency (Emergency Protocol, Emergency Map, Emergency Numbers) m.

Nearest Fire Department n.

Fall Protection Plan o.

Employee Training p.

MSDS Inventory 4.

The SSSP must include a cover sheet, table of contents, and header/footer with page numbers.

Use your creativity in making company logos, names of key personnel, but use actual information for items such as the nearest hospital and fire department, emergency assembly point, etc.

that can be determined by researching the site.

Lake Washington Draft Activity List Demolition Demo Existing Shop Building Misc Items Demo Chlorine Tank Demo Silos Site Construction Entry / Open Berm Silt Fence Dirt For Maint Pad Sewer Water Storm Drain Septic Tank Sidewalk & Curb Final Grade Sod Shop Footers & Columns Block Work Steel Columns/ Beam/ Joist/ Deck/ Stairs Doors & Hardware Overhead Door Stucco Hoist Exhaust & Louvers Electrical & Compressor Paint Roof & Gutter Shop Epoxy Floor Maintenance Office Footers Stem Wall Mechanical Rough Slab Prep Slab Pour Slab Block & Tiebeams Hollow Core Parapet Wall Light Weight Concrete Roofing Ext Windows & Doors Stucco Interior Metal Framing Mechanical Rough Drywall Hang & Finish Paint Ext & Int Ceiling Grid 8 days 20 days 36 days 2 days 5 days 5 days 30 days 30 days 30 days 10 days Estimate required 5 days Estimate required Estimate required 15 days 10 days 2 days Estimate required 13 days 10 days 5 days 30 days 23 days 13 days 5 days 5 days 3 days 8 days 3 days 1 day 10 days 3 days 7 days 5 days 10 days 15 days 15 days 8 days 6 days 10 days 23 days 3 days Interior Doors Above Ceiling Mechanical Rough Above Ceiling Mechanical Inspection Flooring Cabinets Ceiling Tiles Mechanical Finishes Fire Suppression Toilet Partitions & Acc / FE Building Signage Final Inspection 4 days 8 days 1 day 14 days 6 days 1 day 5 days 5 days 10 days 3 days 2 days FE\ #0718.58 INDEX OF SHEETS SHEET NO.

C/11/L PLANS 1 C-1 2 C-2 :J 4 C-:J C-4 5 6 7 C-5 C-6 C-7 ARCH/TECWRAL PLANS 8 A-1 9 A-2 10 A-:J 11 A-4 12 A-5 1:J A-6 14 A-7 15 A-8 16 A-9 FLOOR PLAN, LEGEND AND NOTES ROOF PLAN/ SCHEDULES AND DETAILS ELEVA 170N, ENLARGE PLAN AND NOTES CAS£ WORK AND DOOR/WINDOW DETAILS WALL SECTIONS AND DETAILS FLOOR PLAN AND ROOF PLAN DEMOLITION FLOOR PLAN AND ELEVATIONS ROOF PLAN AND DETAILS WALL SECTIONS STRUCTURAL PlANS 77 S-1 18 S-2 19 S-:J 20 S-4 21 S-5 22 S-6 GENERAL NOTES AND ABBREII/A 770NS FOUNDATION PLAN AND DETAILS ROOF FRAMING PLAN AND DETAILS WALL SECTIONS FOUNDATION PLAN AND DETAILS MEZZANINE PLAN AND DETAILS MECHANICAL PLANS PLANS 23 M-1 MECHANICAL PLAN 24 M-2 MECHANICAL PLAN PlUMBING PlANS 25 P-1 26 P-2 PLUMBING PLAN PLUMBING PLAN ELECTRICAL PLANS 27 E-1 28 E-2 29£-3 :JO £-4 31 E-5 32 E-6 ELECTRICAL PLAN PARTIAL SITE ELECTRICAL PLAN/ONE-LIN£ ELECTRICAL SPEC/FICA liONS ELECTRICAL PLAN PARTIAL SITE ELECTRICAL PLAN/ONE-LIN£ PARTIAL SITE ELECTRICAL PLAN/SHOP SITE ADDRESS 6055 LAKE WASHINGTON ROAD MELBOURNE, FLORIDA 329:J4 C/ TY OF MELBOURNE LAKE WASHINGTON SURFACE WATER TREATMENT PLANT OFFICE STAFF SHOP BUILDING C/ TY OF ;V/ELBOUR!VE PROJECT NO.

09309 PREPARED FOR CITY OF MELBOURNE Cl TY OFFICIALS OWNER OF RECORD & APPLICANT CITY OF MELBOURNE 900 EAST STRAWBRIDGE A VENUE MELBOURNE, FLORIDA 32901 j j I I :§ n !§’ \ ‘;!>’ ” ‘!}.

3 PROJECT GENERAL STATEMENT a! THIS PROJECT CONSISTS OF THE DEMOLITION OF THE CLARIFIER AND THE CARBON & LIME SILOS ANO THE MOD/FICA 770N OF THE VACUUM FILTER INTO A SHOP BUILDING AND THE CONS7RUC770N OF A NEW OFFICE BUILDING FOR THE MAINTENANCE STAFF.

LEGAL DESCRIPTION PART OF W 1/2 OF S£ 7/4 AS DES IN ORB 1430 PG 1001; 1444 PC 385 TOGETHER WITH GOVT LOT 4 & LOTS 7 THRU I:J BLK A; LOTS 7 THRU 15 BLK B OF PB 11 PG 94 EX W 37 FT OF LOT 13 BLK A.

“”~ Lake BENCHMARK DATA ALL ELEVA 770NS AND BENCHMARKS ARE BASED ON NGVD 1929 ZONING Eou GML = GOVERNMENT MANAGED LANDS FLOOD ZONE INFORMATION BUILDING DATA BUILDING AR£A: 36′ x 5J.:J3′ = 2280 SF HEIGHT: SEE S7RUCWRAL PLANS USAGE: ADMINIS7RA 770N (CIViC} SPRINKLERED: NO Tr’PE OF CONS7RUC770N: Ill 8 SINGLE STORY, CMU W/CONC HOLLOW CORE ROOF FINISHED FLOORME.’LEVA T!ON: 22.30 Moyor Mike Nowlin Mark LoRusso Kathy Meehan John Thomas Molly J.

Tasker Joanne Corby Council Member Council Member Council Member Council Member Council Member Council Member , n Jock M.

Schluckebier, P h.u.

Jenni Lamb, P.

E.

Robert Klaproth City Manager City EngJ~’7eer Public Works/ Utilities Director Gallie Blvd ~ Sarno Rd \V) 3 ill .-[“;!” 1~1′-.

I’-, 1’\ I’-, k” v «”IS:!Si)f-“~”” SITE DATA i Harry Goode i5 FLOOD ZONE: : A£ FEMA FIRM MAP NO.

12009 C 0440 E PANEL NO.

440 OF 727 DA 7!: OF MAP: 4-03-89 SITE AREA: WATER PLANT-LAKE WASHINGTON, MELBOURNE IMPERVIOUS AREA PROPOSED: BUILDING: 36′ x 63.33′ = 2280 SF TOTAL IMPERViOUS AR£A: 2280 SF v v l/ oLI ~ PROJECT NO.

0718.5E SHEET DATE: NO.

APP/L 2009 AS NOTED c – 31—–‘.:.::_…:…:…;.;::c:__-1 SCALE: PAGE 3 OF 24 I I ,, I ~f’ I I I r L __ ·o L-i I ‘- : ,_ 2) :J6 I c::- s:::;::~:c ‘—wp.-, ‘() (FGL,_ \ ·~”‘,·,,,, \ \ \ BM 112 ,i’i l, C>i · SET N/D REFERENCE MONUMENT “U3 6929.

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-·· CJP ::::.>\ – ‘ .a.~–~ ~ BM 111 SET N/D REFERENCE MONUMENT “LB 5929″ ELEV 20.44 INSTALL ±427 LF SILT FENCE PER FOOT INDEX 102 AROUND THE AREA SHOWN V:-1 ::;-:~~\< W? ‘:I_ :lCJ;/ 1.’3c·; :1 :.:..

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:;_.-;! 1’ FROM BACK OF CURB Vr’l:.

‘v’l:: SOX (::-l’~~ \ FILL & REGRADE DEMOUTION AREA FOR NEW MAINTENANCE BUILDING.

SEE SITE PLAN, SHEET C-6 –e…

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cr ·vvA’E::;:; • \ ..

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i_: :”) \ ‘”‘ 1 • ;-; WALKER CLARIFIER TO BE REMOVED l;;C> \, \ CL.PB if\!!~·; TC;::; E:~ 20.72 0 \, ~- \\, ‘”< I~~ 40’ FROM BACK OF CURB .,; .

~~ :0 ;:; c]l I U• N 2:i~ i L.

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j BCX -?;- ·: ; r I I I I 0l>z._~~>~3000 PSI CONCRETE ALL AROUND ~ 1/2″ JOINT COMPOUND MATERIAL 6 MIN.

– 45″ PVC WYE : _y – -j STD.

6″ MIN.

– ‘0 .I 2·-o· DROP CURB + 18″ (36″ MIN.) PLACE AND COMPACT COMMON FILL MATERIAL IN 6″-12″ LIFTS AS SPECIFIED 4’ MIN.

FOR SHEETED r 1″ ·:.-· 1·-···i~ -j i – ~ FINAL BACKFILL ..

PIP£ ENVELOP£ SEE SPECIFICATIONS PRIMARY ZONE BEDDING / / / / / / / / / / / / / /z · .

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\ ~/”” ~ GENERAL NOTES: 1.

CHAMFER ALL EXPOSED EDGES AND CORNERS AT 3/4″ RADIUS.

2.

ALL CONCRETE SHALL BE CLASS I.

I'” ~vr “”‘-” TRANSITION TO MODIFIED OR DROP CURB DETAIL N.I.>O • I I 20’ 1.

2.

0 I V INLET AND OUTLET TEES AND JOINT SEALANT TO BE PROVIDED BY CONTRACTOR.

INLET AND OUTLET INVERT ELEVATIONS TO BE 1″ HIGHER THAN HOLE INVERTS.

3.

REINFORCING TO BE WELDED WIRE MESH, 6×6-Bx8 IN WALLS AND BASE.

4.

CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, TYPE 2 CEMENT.

5.

0::: 600 SF DRAIN FIELD W/±1200 SF AREA FOR MAINTENANCE PER 64E-6.005(4)(a) 0 2.

TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER ASHTO T-180.

PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE ‘A’ BEDDING AND TRENCHING DETAIL, MAY BE REQUIRED – DIRECTED BY THE CITY OF MELBOURNE.

WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER ASHTO T- 180.

ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW REFER TO SECTION OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.

FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES.

SURFACE RESTORATION WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

02 0 w ~ 0::: N IJ..

l:::l z Cl z w SEPTIC TANK CALCULATIONS 15 GALLONS PER DAY PER 100 SQUARE FEET OF FLOOR SPACE 63.33 X 36 / 100 22.78 22.78 X 15 G.P.D.

= 342 G.P.D.

PIPE BEDDING: w ~ 0.

0::: MFG.

NAME, DATE OF MFG.

AND LIQUID CAPACITY TO BE CAST IN ON INLET END OF TANK.

SUITABLE UNDISTURBED EARTH OR COMPACTED FILL BEDDING 1.

6.

7.

W.L.

OFFICE BUILDING: NOTES: 5.

~~ 6″ OUTLET HOLE~- 6″ INLET HOLE NORMAL SUBGRAD£ FOR UNDISTURBED EARTH BEDDING NORMAL SUBGRADE LIMIT FOR COMPACTED FILL BEDDING _.J 4.

MODIFIED OR DROP CURB~ 30′ __ .

UNSHEETED T__:::::;.

ROCK BEYOND rriiS LINE :::: ‘– SLOP£ SIDEWALL TO COMPLY WITH -;/ ….:.~ .·.·.

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: P-t~~ –~- NOTES METALLIC STRIP DOWN CENTER) u


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