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Vicinity Map (R.W. Vincent Elementary)

Alonzo LeBlanc Middle School

1634 Beglis Parkway

September 2019

COVERED PAVILIONS AND RESTROOMS

Overall Site Plans

Vicinity Map (LeBlanc Middle School)

Karl Bruchhaus - SuperintendentBilly Breaux - School Board Member

Bid No. 2020 - 05 PC

Sulphur, LA 70663

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Bonding District #34

R.W. Vincent Elementary School

2017 All Districts Capital Projects Fund

1100 N Crocker StreetSulphur, LA 70663

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SCHOOL LOCATION

AREAS OF NEW WORK

r.w. vincent elementary school alonzo leblanc middle school

Russell Castille - School Board Member

existing school

existing school

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R.W. Vincent - DEMO Plan

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NOTES

LeBlanc - DEMO Plan

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R.W. Vincent - Floor Plan

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NOTESWALL SCHEDULE

CEILING

WALL

BASE

FLOOR

FINISHES

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R.W. Vincent - ROOF Plan

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NOTES

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4"

8" m

in.

NEW WOOD CURB

BASE SHEET (fully adhere to roof surfaces, prime surfaces to receive FLASHING)

FLASHING(fully adhere to primed curb and underlyingBASE SHEET)

CAP SHEET(fully adhere, prepare granule surfaces)

COUNTERFLASHING(fasten 8" o.c.)

4" 4"

12

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3 2 1

OVERHEAD VIEW

1. TAPERED INSULATION IN DRAIN SUMP 4' FROM DRAIN2. BASE SHEET (fully adhere)3. LEAD FLASHING (4 lb., 30" X 30" - prime and set in mastic)4. FLASHING (39" X 39" - fully adhere, extend 4" beyond lead)5. COUNTERFLASHING 6. CAP SHEET (fully adhere, set in mastic over FLASHING)7. MASTIC (shaded area, set sheet layers in mastic 6" around drain perimeter)8. STRAINER AND CLAMPING RING

FLASHING (fully adhere)

4" BASE SHEET (fully adhere)

CAP SHEET (fully adhere)(set lap at flashing sheet in mastic min. 5")

COUNTERFLASHING

24 GA. PREFINISHED METAL FLANGES (prime flanges,set in mastic & fasten)

7"x16" CONDUCTOR HEAD TAPER

EXISTING STEEL DECK

NEW 22 GA. PREFINISHED METAL

4"

NEW WOOD CANT

4"

min. min.

min.min.

ON STEEL STRUCTURE

NEW WOOD BLOCKING

COVERBOARD AS SPECIFIED

TO REMAINNEW INSULATIONSYSTEM AS SPECIFIED

COVERBOARD AS SPECIFIED

EXISTING STEEL DECKON STEEL STRUCTURETO REMAIN

NEW INSULATIONSYSTEM AS SPECIFIED

DOWNSPOUTNEW PREFINISHED METAL 4"x4"

EXISTING WOOD BLOCKINGTO REMAIN (V.O.J.)

STAINLESS STEEL SCUPPER(SOLDER OR WELD)

2"

1 1/2" 2"

SLOPES 3"

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Floor Plan

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Roof Plan

key plan

NOTES

Detail (Typ.)A

A

Canopy Flashing

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East ElevationSouth Elevation

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A B C D E

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R.W. Vincent - Exterior Elevations

LeBlanc - Exterior Elevations

Door/Window Schedule

WOMEN

MEN WOMEN

ADA Fixture Details

R.W. Vincent Addition - Interior Elevations

East ElevationSouth Elevation

Bu

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R.W. Vincent - elevations

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LeBlanc - elevations

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Walkway Canopy Details2

Corridor Section - R.W. Vincent1

Corridor/Addition Section - R.W. Vincent7

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Wall Section6

R.W. Vincent Addition

Roof Flashing Detail A3 Roof Flashing Detail BAluminum Storefront Head4 5

R.W. VINCENT - EXISTING TOPOGRAPHIC SURVEY (for reference only)

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LeBLANC - EXISTING TOPOGRAPHIC SURVEY (for reference only)

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REF2

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SCALE: NOT TO SCALE

STRAW BALE SEDIMENT TRAP3

SCALE: NOT TO SCALE

TYPICAL SILT FENCE DETAIL4

SCALE: NOT TO SCALE

TYPICAL TEMPORARY SILT FENCING2

T.B.M.

SCALE: 1" = 20'-0"

SITE ACCESS, DEMOLITION AND SWPP PLAN1 NORTH

EROSION CONTROL NOTES:1. THE GEOTEXTILE FABRIC SHALL BE PLACED IN THE EXCAVATED TRENCH, BACKFILLED, AND COMPACTED

TO THE EXISTING GROUND SURFACE.

2. WOODEN SUPPORT POSTS SHALL BE A MINIMUM DIMENSION OF 2" X 2" (NOMINAL) SOFT WOOD OR 1-1/8"x 1-1/8" AIR OR KILN DRIED POSTS OF HICKORY OR OAK. STEEL POSTS SHALL BE STUDDED "TEE" OR "U"TYPE WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAL FOOT. POST SPACING SHALL BE A MAXIMUMOF 8 FEET.

3. THE GEOTEXTILE FABRIC SHALL BE ATTACHED DIRECTLY TO THE UPSLOPE SIDE OF WOODEN POSTSWITH WIRE STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS. ATTACHMENT TO STEELPOSTS WILL BE BY WIRE FASTENERS OR PLASTIC TIE STRAPS.

4. A WIRE SUPPORT FENCE MAY BE INSTALLED TO WHICH THE GEOTEXTILE FABRIC IS ATTACHED. THE WIRESHALL BE A MINIMUM OF 14-1/2 GAGE WOVEN WIRE WITH A MAXIMUM MESH SPACING OF 6 INCHES. POSTSPACING SHALL BE A MAXIMUM OF 10 FEET. THE GEOTEXTILE FABRIC SHALL BE FOLDED 3 INCHES OVERTHE WIRE FENCE AND SECURED WITH STAPLES OR WIRE RINGS SPACED AT 12 INCHES.

5. THE GEOTEXTILE FABRIC SHALL CONSIST OF EITHER WOVEN OR NON-WOVEN POLYESTER,POLYPROPYLENE, STABILIZED NYLON, POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE. NON-WOVENFABRIC MAY BE NEEDLE PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF. ALLFABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:

TEST REQUIREMENT METHOD VALUE *

MINIMUM GRAB TENSILE STRENGTH ASTM D 4632 120 LBS.IN THE MACHINE DIRECTION

MINIMUM GRAB TENSILE STRENGTH ASTM D 4632 120 LBS.IN THE CROSS MACHINE DIRECTION

MAXIMUM APPARENT OPENING SIZE ASTM D 4751 NO. 30EQUIVALENT STANDARD SIEVE

MINIMUM PERMITTIVITY ASTM D 4491 0.05 SEC

MINIMUM ULTRAVIOLET STABILITY ASTM D 4355 70% PERCENTAGE OF STRENGTH RETAINED AFTER 500 HOURS OF EXPOSURE

*ALL NUMERICAL VALUES REPRESENT MINIMUM/MAXIMUM AVERAGE ROLL VALUES. (FOR EXAMPLE,THE AVERAGE OF MINIMUM TEST RESULTS ON ANY ROLL IN A LOT SHOULD MEET OR EXCEED THEMINIMUM SPECIFIED VALUES.)

6. TURN THE ENDS OF THE STRAW BALE SEDIMENT TRAP UPSLOPE 1 TO 2 FEET IN ELEVATION TO PREVENTFLANKING.

7. THE STRAW BALES SHALL BE BUTTED TOGETHER AS TIGHTLY AS POSSIBLE.

8. THE FIRST ANCHOR STAKE SHALL BE DRIVEN TOWARD THE PREVIOUSLY ANCHORED BALE TO HELPCREATE A TIGHT FIT.

HYDRAULIC MULCHING "HYDROSEEDING":ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE HYDROSEEDED AS FOLLOWS:

HYDRAULIC MULCHING SHALL CONSIST OF THE MIXING OF PURE WOOD FIBER MULCH, GRASS SEED,FERTILIZER AND TACKTIFIER EMULSION WITH WATER. IT SHALL BE MIXED IN STANDARD HYDRAULIC MULCHINGEQUIPMENT TO FORM A HOMOGENEOUS SLURRY. THE SLURRY SHALL BE SPRAYED, UNDER PRESSURE,UNIFORMLY OVER THE SOIL SURFACE AT THE MATERIAL APPLICATION RATE RECOMMENDED BY THEEQUIPMENT MANUFACTURER. THE HYDRAULIC MULCHING EQUIPMENT SHALL CONTAIN A MOTORIZEDCONTINUOUS AGITATION SYSTEM THAT BLENDS ALL MATERIALS IN UNIFORM SUSPENSION THROUGHOUT THEMIXING AND DISTRIBUTION SPRAY CYCLE. THESE MATERIALS SHALL BE DISTRIBUTED

AT THE FOLLOWING RATES:

PURE VIRGIN WOOD FIBER MULCH 1500#/ACRE MIN. 13-13-13 FERTILIZER 615#/ACRE HULLED BERMUDA (CERTIFIED) 30#/ACRE UNHULLED BERMUDA (COOL SEASON) 30#/ACRE ANNUAL RYE GRASS (COOL SEASON) 30#/ACRE

TEMPORARY SITE ACCESS ROADINSTALL TEMPORARY SITE ACCESS ROAD AT LOCATION INDICATED ON PLAN (THIS SHEET)

REMOVE EXISTING BRUSH, TREES, ETC. AND TOP 12 INCHES OF EXISTING VEGETATION AND TOPSOILUNDER LIMITS OF PROPOSED TEMPORARY SITE ACCESS ROAD.

GRADE AND INSTALL FILL AS REQUIRED TO INSURE SATISFACTORY DRAINAGE OF ACCESS ROAD. DO NOT BLOCK ORDAMAGE EXISTING DRAINAGE IMPROVEMENTS - REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES IMMEDIATELY.

FILL MATERIAL SHALL BE CLAY OR SANDY CLAY AND MAY BE ON SITE BORROW MATERIAL. INSTALL, GRADE, AND COMPACTFILL BY TRACKING IN WITH A BULLDOZER. NO COMPACTION REQUIREMENTS ARE SPECIFIED, BUT INSTALLATION MUSTALLOW FOR SATISFACTORY INSTALLATION OF GEOTECH SEPARATION FABRIC AND CRUSHED STONE.

INSTALL GEOTECH SEPARATION FABRIC (MIRAFI 600X OR EQUIVALENT) AS PER MANUFACTURER'S RECOMMENDATIONS.INSTALL TWO (2) 6" COMPACTED LIFTS OF CRUSHED STONE (610 ROAD BASE) - GRADE AS REQUIRED TO INSURE DRAINAGETO SOUTH SIDE OF PROPERTY.

MAINTAIN TEMPORARY SITE ACCESS ROAD THROUGH DURATION OF PROJECT. THIS IS TO INCLUDE, BUT IS NOT LIMITED TO,REPAIRS TO RUTTING AND REPAIRS TO DAMAGE CAUSED BY EROSION.

REMOVE AND DISPOSE OF STONE AND GEOTEXTILE FABRIC FOLLOWING COMPLETION OF CONSTRUCTION. INSTALL FILL ASREQUIRED TO RE-GRADE SITE TO MATCH PRE-CONSTRUCTION CONDITIONS AND INSURE SATISFACTORY DRAINAGE OF SITE.FILL MAY BE STOCKPILED BORROW MATERIAL FROM EXCAVATION ACTIVITIES.

ALL DAMAGE TO SITE CAUSED BY CONSTRUCTION TRAFFIC SHALL BE REPAIRED BY THE CONTRACTOR.

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09.2

5.19

SCALE: 1/2" = 1'-0"

TYPICAL CATCH BASIN DETAIL2

SCALE: 1/2" = 1'-0"

TYPICAL DOWNSPOUT COLLECTOR DETAIL3

SCALE: 1/2" = 1'-0"

TYPICAL STORM PIPE BEDDING DETAIL4

SCALE: 1" = 10'-0"

SITE, GRADING AND DRAINAGE PLAN1

NORTH

GENERAL CONSTRUCTION NOTES:TYPICAL CONSTRUCTION ACTIVITY INCLUDES BUT IS NOT LIMITED TO SITE CLEARING, EXCAVATION,STOCKPILING, ROUGH GRADING, FINISH GRADING, TRENCHING, PIPE LAYING, AND GRASS SEEDING.

THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH EPA STORMWATER RUNOFF RULES USING "BESTMANAGEMENT PRACTICES" AND/OR TEMPORARY EROSION CONTROL MEASURES DURING CONSTRUCTION.

TYPICAL EROSION CONTROLS CAN BE, BUT ARE NOT LIMITED TO, MULCHING, GRASS, STOCKPILE COVERS, ETC.TYPICAL SEDIMENT CONTROLS (SEE DETAIL 2,3, & 4/C0.0) CAN BE, BUT ARE NOT LIMITED TO, SILT FENCING, INLETPROTECTION, SEDIMENT TRAPS, ETC.

CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROLS IMMEDIATELY AFTER MAJORRAIN EVENTS.

AFTER INSTALLATION OF EACH NEW CATCH BASIN CONTRACTOR SHALL ADEQUATELY SUPPLY AND INSTALL HAYBALES AND/OR FILTER FABRIC OVER EACH DRAIN INLETS. CONTRACTOR SHALL REMOVE ALL HAY BALES, SILTFENCING, ETC.

CONTRACTOR SHALL MAINTAIN SILT FENCING SURROUNDING STOCK PILES THROUGHOUT DURATION OF WORK.

CONTRACTOR SHALL SEED OR HYDROSEED GRASS AREAS IMMEDIATELY AFTER FINISH GRADING WORK.

CAP OFF AND SEAL DISCONTINUED UTILITY SERVICES AND REMOVE PORTIONS OF LINES WITHIN EXCAVATEDAREAS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL FITTINGS REQUIRED FOR PIPING, INLETS, ETC. TOCOMPLETE PIPING SYSTEM.

GENERAL SITE INFORMATION:PROJECT SITE RUNOFF WILL ENTER EXISTING CATCH BASINS AT THE EAST SIDE OF THE EXISTING BUILDING.

THE PROJECT JOB SITE HAS AN APPROXIMATE AREA OF ±0.40 ACRES THAT HAS THE POSSIBILITY OF BEINGDISTURBED DURING CONSTRUCTION.

MATERIAL SPECIFICATIONS:CRUSHED STONE AGGREGATE:

CRUSHED LIMESTONE SHALL MEET THE LADOTD SPECIFICATION FOR 610 ROAD BASE MATERIAL.

STORM DRAINAGE PIPE:

UNDERGROUND STORM DRAINAGE PIPES ARE SHOWN ON PLAN WITH THE LENGTHS OF PIPE MEASURED TO THECENTER OF THE CATCH BASINS PLUS OR MINUS ONE FOOT. THE CONTRACTOR SHALL PERFORM A PIPINGLAYOUT TO VERIFY LOCATIONS OF CATCH BASINS AND LENGTHS OF PIPE.

UNDERGROUND STORM DRAINAGE PIPES SHALL BE SDR(26) PIPE AS INDICATED. PIPES SHALL BE LAYED ON AMINIMUM 3 INCH SAND BED AND BACKFILLED WITH CRUSHED LIMESTONE TO AN ELEVATION LEVEL WITH THE TOPOF PIPE AND THEN BACKFILLED WITH STRUCTURAL FILL TO AN ELEVATION TO MATCH ADJACENT GRADE.CONTRACTOR SHALL ANCHOR PIPE AS RECOMMENDED BY PIPE MANUFACTURER TO PREVENT PIPE FLOATATION.

GENERAL PROJECT NOTES:WHERE PHYSICAL JOB SITE MEASUREMENTS ARE REQUIRED BEFORE FABRICATION, IT IS THE SOLE DUTY OF THECONTRACTOR TO DETERMINE ACTUAL CONSTRUCTION DETAILS PRIOR TO FABRICATION.

ANY DISCREPANCIES OR CONFLICTS IN THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THEARCHITECT. ALL DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS.

ANY MODIFICATIONS MADE IN THE CONSTRUCTION DOCUMENTS TO ACCOMPLISH THE REQUIRED WORK SHALLBE REPORTED TO THE ARCHITECT BEFORE WORK IS DONE.

CONTRACTOR IS RESPONSIBLE FOR NOTIFYING LA AUTHORITIES TO IDENTIFY ALL UTILITIES PRIOR TOBEGINNING ANY WORK AT THE SITE. (LA ONE CALL 811)

CONTRACTOR TO LOCATE ALL UTILITIES AND VERIFY NO CONFLICTS EXIST WITH ANY PROPOSED STORMWATERAND/OR UTILITY ROUTING PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

IF ANY CONFLICTS ARE IDENTIFIED THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR RESOLUTION PRIORTO COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR SHALL EMPLOY A LA. LICENSED SURVEYOR TO PROVIDE THE CONSTRUCTION LAYOUTBOUNDARIES AND/OR BASE LINES. SURVEYOR TO SET PROJECT T.B.M. FOR USE DURING CONSTRUCTION. [T.B.M.SHALL BE SET TO M.S.L., AND THE EQUATION TO CONVERT TO NGVD 29 SHALL BE SUPPLIED TO THE ARCHITECT.]

CONTRACTOR SHALL PROVIDE OWNER WITH AS-BUILT DRAWINGS OF THE SITE AND UTILITIES INSTALLED ANDUNCOVERED AT THE END OF THE PROJECT.

CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, EQUIPMENT, UTILITIES, PAVING, ETC THAT ARE TOREMAIN. FROM DAMAGE DURING CONSTRUCTION OPERATIONS. REPLACE DAMAGED ITEMS WITH NEW TO MATCHEXISTING AT NO ADDITIONAL COST TO OWNER.

CONTRACTOR SHALL DISPOSE OF ALL EXCESS CONSTRUCTION MATERIALS, DEBRIS, TREES, STUMPS, AND/ORSOIL FROM JOB SITE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

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SCALE: 1" = 20'-0"

TEMPORARY CONSTRUCTION ACCESS PLAN1 NORTH

TEMPORARY SITE ACCESS ROADINSTALL TEMPORARY SITE ACCESS ROAD AT LOCATION INDICATED ON PLAN (THIS SHEET)

REMOVE EXISTING BRUSH, TREES, ETC. AND TOP 12 INCHES OF EXISTING VEGETATION AND TOPSOILUNDER LIMITS OF PROPOSED TEMPORARY SITE ACCESS ROAD.

GRADE AND INSTALL FILL AS REQUIRED TO INSURE SATISFACTORY DRAINAGE OF ACCESS ROAD. DO NOT BLOCKOR DAMAGE EXISTING DRAINAGE IMPROVEMENTS - REPAIR ANY DAMAGE CAUSED BY CONSTRUCTIONACTIVITIES IMMEDIATELY.

FILL MATERIAL SHALL BE CLAY OR SANDY CLAY AND MAY BE ON SITE BORROW MATERIAL. INSTALL, GRADE, ANDCOMPACT FILL BY TRACKING IN WITH A BULLDOZER. NO COMPACTION REQUIREMENTS ARE SPECIFIED, BUTINSTALLATION MUST ALLOW FOR SATISFACTORY INSTALLATION OF GEOTECH SEPARATION FABRIC ANDCRUSHED STONE.

INSTALL GEOTECH SEPARATION FABRIC (MIRAFI 600X OR EQUIVALENT) AS PER MANUFACTURER'SRECOMMENDATIONS. INSTALL TWO (2) 6" COMPACTED LIFTS OF CRUSHED STONE (610 ROAD BASE) - GRADE ASREQUIRED TO INSURE DRAINAGE OF PROPERTY.

MAINTAIN TEMPORARY SITE ACCESS ROAD THROUGH DURATION OF PROJECT. THIS IS TO INCLUDE, BUT IS NOTLIMITED TO, REPAIRS TO RUTTING AND REPAIRS TO DAMAGE CAUSED BY EROSION.

REMOVE AND DISPOSE OF STONE AND GEOTEXTILE FABRIC FOLLOWING COMPLETION OF CONSTRUCTION.INSTALL FILL AS REQUIRED TO RE-GRADE SITE TO MATCH PRE-CONSTRUCTION CONDITIONS AND INSURESATISFACTORY DRAINAGE OF SITE. FILL MAY BE STOCKPILED BORROW MATERIAL FROM EXCAVATIONACTIVITIES.

ALL DAMAGE TO SITE CAUSED BY CONSTRUCTION TRAFFIC SHALL BE REPAIRED BY THE CONTRACTOR.

GENERAL CONSTRUCTION NOTES:TYPICAL CONSTRUCTION ACTIVITY INCLUDES BUT IS NOT LIMITED TO SITE CLEARING, EXCAVATION,STOCKPILING, ROUGH GRADING, FINISH GRADING, TRENCHING, PIPE LAYING, PAVING, AND GRASS SEEDING.

THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH EPA STORMWATER RUNOFF RULES USING "BESTMANAGEMENT PRACTICES" AND/OR TEMPORARY EROSION CONTROL MEASURES DURING CONSTRUCTION.

TYPICAL EROSION CONTROLS CAN BE, BUT ARE NOT LIMITED TO, MULCHING, GRASS, STOCKPILE COVERS, ETC.TYPICAL SEDIMENT CONTROLS (SEE DETAIL 2,3, & 4/C0.0) CAN BE, BUT ARE NOT LIMITED TO, SILT FENCING, INLETPROTECTION, SEDIMENT TRAPS, ETC.

CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROLS IMMEDIATELY AFTER MAJORRAIN EVENTS.

AFTER INSTALLATION OF EACH NEW CATCH BASIN CONTRACTOR SHALL ADEQUATELY SUPPLY AND INSTALL HAYBALES AND/OR FILTER FABRIC OVER EACH DRAIN INLETS. CONTRACTOR SHALL REMOVE ALL HAY BALES, SILTFENCING, ETC.

CONTRACTOR SHALL MAINTAIN SILT FENCING SURROUNDING STOCK PILES THROUGHOUT DURATION OF WORK.

CONTRACTOR SHALL SEED OR HYDROSEED GRASS AREAS IMMEDIATELY AFTER FINISH GRADING WORK.

CAP OFF AND SEAL DISCONTINUED UTILITY SERVICES AND REMOVE PORTIONS OF LINES WITHIN EXCAVATEDAREAS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL FITTINGS REQUIRED FOR PIPING, INLETS, ETC. TOCOMPLETE PIPING SYSTEM.

GENERAL SITE INFORMATION:PROJECT SITE RUNOFF WILL ENTER AN EXISTING PIPE THAT DRAINS TO AN EXISTING OPEN DITCH AT THE SOUTHSIDE OF THE PROPERTY.

THE PROJECT JOB SITE HAS AN APPROXIMATE AREA OF ±0.45 ACRES THAT HAS THE POSSIBILITY OF BEINGDISTURBED DURING CONSTRUCTION.

MATERIAL SPECIFICATIONS:CRUSHED STONE AGGREGATE:

CRUSHED LIMESTONE SHALL MEET THE LADOTD SPECIFICATION FOR 610 ROAD BASE MATERIAL. INSTALLCRUSHED LIMESTONE OVER GEOTEXTILE MATERIAL. LIMESTONE AGGREGATE SHALL BE ROLLED SMOOTH TOFORM A TIGHT SURFACE WITH A LOADED DRUM ROLLER. CONTRACTOR SHALL USE A VIBRATORY PLATE WHENLOCATION RESTRICTS THE USE OF THE DRUM ROLLER.

STORM DRAINAGE PIPE:

UNDERGROUND STORM DRAINAGE PIPES ARE SHOWN ON PLAN WITH THE LENGTHS OF PIPE MEASURED TO THECENTER OF THE CATCH BASINS PLUS OR MINUS ONE FOOT. THE CONTRACTOR SHALL PERFORM A PIPINGLAYOUT TO VERIFY LOCATIONS OF CATCH BASINS AND LENGTHS OF PIPE.

UNDERGROUND STORM DRAINAGE PIPES SHALL BE SDR(26) PIPE AS INDICATED. PIPES SHALL BE LAYED ON AMINIMUM 3 INCH SAND BED AND BACKFILLED WITH CRUSHED LIMESTONE TO AN ELEVATION LEVEL WITH THE TOPOF PIPE AND THEN BACKFILLED WITH STRUCTURAL FILL TO AN ELEVATION TO MATCH ADJACENT GRADE.CONTRACTOR SHALL ANCHOR PIPE AS RECOMMENDED BY PIPE MANUFACTURER TO PREVENT PIPE FLOATATION.

GENERAL PROJECT NOTES:WHERE PHYSICAL JOB SITE MEASUREMENTS ARE REQUIRED BEFORE FABRICATION, IT IS THE SOLE DUTY OF THECONTRACTOR TO DETERMINE ACTUAL CONSTRUCTION DETAILS PRIOR TO FABRICATION.

ANY DISCREPANCIES OR CONFLICTS IN THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THEARCHITECT. ALL DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS.

ANY MODIFICATIONS MADE IN THE CONSTRUCTION DOCUMENTS TO ACCOMPLISH THE REQUIRED WORK SHALLBE REPORTED TO THE ARCHITECT BEFORE WORK IS DONE.

CONTRACTOR IS RESPONSIBLE FOR NOTIFYING LA AUTHORITIES TO IDENTIFY ALL UTILITIES PRIOR TOBEGINNING ANY WORK AT THE SITE. (LA ONE CALL 811)

CONTRACTOR TO LOCATE ALL UTILITIES AND VERIFY NO CONFLICTS EXIST WITH ANY PROPOSED STORMWATERAND/OR UTILITY ROUTING PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

IF ANY CONFLICTS ARE IDENTIFIED THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR RESOLUTION PRIORTO COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR SHALL EMPLOY A LA. LICENSED SURVEYOR TO PROVIDE THE CONSTRUCTION LAYOUTBOUNDARIES AND/OR BASE LINES. SURVEYOR TO SET PROJECT T.B.M. FOR USE DURING CONSTRUCTION. [T.B.M.SHALL BE SET TO M.S.L., AND THE EQUATION TO CONVERT TO NGVD 29 SHALL BE SUPPLIED TO THE ARCHITECT.]

CONTRACTOR SHALL PROVIDE OWNER WITH AS-BUILT DRAWINGS OF THE SITE AND UTILITIES INSTALLED ANDUNCOVERED AT THE END OF THE PROJECT.

CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, EQUIPMENT, UTILITIES, PAVING, ETC THAT ARE TOREMAIN. FROM DAMAGE DURING CONSTRUCTION OPERATIONS. REPLACE DAMAGED ITEMS WITH NEW TO MATCHEXISTING AT NO ADDITIONAL COST TO OWNER.

CONTRACTOR SHALL DISPOSE OF ALL EXCESS CONSTRUCTION MATERIALS, DEBRIS, TREES, STUMPS, AND/ORSOIL FROM JOB SITE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

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SCALE: 1/2" = 1'-0"

TYPICAL CATCH BASIN DETAIL2

SCALE: 1/2" = 1'-0"

TYPICAL DOWNSPOUT COLLECTOR DETAIL3

SCALE: 1/2" = 1'-0"

TYPICAL STORM PIPE BEDDING DETAIL4

SCALE: 1" = 10'-0"

DEMOLITION AND DRAINAGE PLAN1 NORTH

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TYPICAL SIDEWALK DETAIL2

SCALE: 3/4" = 1'-0"

TRENCH DRAIN DETAIL4

SCALE: 3/4" = 1'-0"

TYPICAL EXPANSION JOINT DETAIL3

SCALE: 1" = 10'-0"

SITE AND PAVING PLAN1 NORTH

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SCALE: 1/4" = 1'-0"

FOUNDATION PLAN1 NORTH

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SCALE: 1/2"=1'-0"

ENLARGED REINFORCEMENT DETAILS1

SCALE: 1" = 1'-0"

ANCHOR BOLT DETAILS2

SCALE: 3/4" = 1'-0"

SECTIONA

SCALE: 3/4" = 1'-0"

SECTIONB

SCALE: 3/4" = 1'-0"

SECTIONC

SCALE: 3/4" = 1'-0"

SECTIONE

SCALE: 3/4" = 1'-0"

SECTIONG

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FRAMING PLAN1 NORTH

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ROOF DECK FASTENER LAYOUT2

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SECTIONA

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SECTIONB

SCALE: 1/4" = 1'-0"

SECTIONC

SCALE: 1 1/2" = 1'-0"

JOIST BEARING PLATE6

SCALE: 1 1/2" = 1'-0"

HSS BEAM BEARING PLATE5

SCALE: 3/4" = 1'-0"

CMU LINTEL BLOCK DETAIL7

SCALE: 3/4" = 1'-0"

BOND BEAM DETAIL8

SCALE: 3/4" = 1'-0"

DETAIL AT EXT. JOIST BEARING1

SCALE: 3/4" = 1'-0"

DETAIL AT HSS BEARING2

SCALE: 3/4" = 1'-0"

DETAIL AT OUTRIGGER BEARING3

SCALE: 3/4" = 1'-0"

DETAIL AT INT. JOIST BEARING4

SCALE: 3/4" = 1'-0"

TYP. CMU WALL INTERSECTION DETAILS9

SCALE: 3/4" = 1'-0"

TYP. CMU CONTROL JOINT DETAIL10

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ENLARGED REINFORCEMENT DETAILS3

SCALE: 1" = 1'-0"

ANCHOR BOLT DETAILS2

SCALE: 3/16" = 1'-0"

FOUNDATION PLAN1 NORTH

SCALE: 3/4" = 1'-0"

SECTIONA

SCALE: 3/4" = 1'-0"

SECTIONB

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SECTIONC

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