renovate roof system & paving aurora readiness …...astm d698 with maximum loose lift of...

AURORA READINESS CENTER

OWNER: STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR

PROJECT

MANAGEMENT:

OFFICE OF ADMINISTRATION

DIVISION OF FACILITIES MANAGEMENT,

DESIGN AND CONSTRUCTION

DESIGNER: BUXTON KUBIK DODD

DESIGN COLLECTIVE

PROJECT NUMBER: T1903-01

SITE NUMBER: 6273ASSET NUMBER: 8136273005

AURORA, MISSOURI

RENOVATE ROOF SYSTEM & PAVING

DEPARTMENT OF PUBLIC SAFETY

MISSOURI NATIONAL GUARD

OFFICE OF ADJUTANT GENERAL

SHEET

INDEX:GENERAL

G-001 TITLE SHEET

CIVIL

C-001 SITE LAYOUT & DIMENSION PLAN

C-002 SITE DEMOLITION PLAN

C-003 SITE GRADING & EROSION CONTROL

C-004 DETAILS

ARCHITECTURAL

AD-101 DEMOLITION ROOF PLAN

AD-201 DEMOLITION EXTERIOR ELEVATIONS

AD-202 DEMOLITION EXTERIOR ELEVATIONS

A-101 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-501 DETAILS

LAWRENCE COUNTY

MISSOURI

1076 HIGHLAND STREET

AURORA, MO 65605

SITE

SHEET NUMBER:

G-001SHEET 1 OF 12 SHEETS

01/02/2020

ABBREVIATIONS APPLY TO ARCHITECTURAL SHEETS ONLY AND ARETYPICAL AND MAY OR MAY NOT OCCUR ON THIS PROJECT. IF ANABBREVIATION FOUND ON DOCUMENTS IS NOT LISTED,CONTRACTOR SHALL CONTACT ARCHITECT FOR INTERPRETATION.

ETC USED AT THE END OF A LIST TO INDICATE THAT FURTHER, SIMILAR ITEMSARE INCLUDED

IBC 2018 INTERNATIONAL BUILDING CODEIE FOR EXAMPLEMAX MAXIMUMMIN MINIMUMNTS NOT TO SCALEPREP PREPARE SOMETHING; MAKE READYSMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL

ASSOCIATIONVIF VERIFY IN FIELD

ABBREVIATIONS

NOTE: SYMBOLS SHOWN IN LEGENDS ARE TYPICAL AND ALL SYMBOLS MAY NOT OCCUR ON THIS PROJECT

SYMBOLS LEGEND

SECTION REFERENCE. UPPER NUMBERINDICATES DETAIL NUMBER. LOWER NUMBERINDICATES SHEET NUMBER.

DETAIL REFERENCE. UPPER NUMBERINDICATES DETAIL NUMBER. LOWER NUMBERINDICATES SHEET NUMBER.

KEY NOTE SYMBOL

NORTH ARROW

NUM.

SHEET

NUM.

SHEET

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5.0'

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40.0'6.0'

13.0

'17.9

'

13.9'1

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89

10

REPAIR ANY POTHOLES, PROVIDE SEAL COAT ONEXISTING PARKING LOT AND NEW PAVEMENT FORSMOOTH TRANSITION AND RESTRIPE AS SHOWN.

SEAL COAT INCLUDED IN BASE BID SHOULD BECREDITED BACK IF ALT NO. 1 IS CHOSEN.

ALTERNATE NO. 1 - 2" ASPHALTOVERLAY WITH FIBER

REINFORCEMENT (FORTA-FI, ACEFIBER, OR APPROVED EQUAL).

REFER TO DETAIL 4/C-003.

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SITE LAYOUT/DIMENSION PLANSCALE: 1" = 20'

1C-001

GENERAL NOTES:

COMPACTED SUBGRADE

6" BASE ROCK (TYPE 1)

STANDARD DUTY ASPHALT

1. A CBR VALUE OF 3.0 WAS USED IN THE DESIGN OF THE PAVEMENT SECTION. THECONTRACTOR SHALL CONTACT ANDERSON ENGINEERING TO TEST THE SOILS TOCONFIRM A CBR=3 IS PRESENT FOR THE MATERIALS USED.

2. SUBGRADE MUST BE STABLE AND HARD UNDER PROOF ROLLING WITH A FULLYLOADED TANDEM AXLE DUMP TRUCK PRIOR TO INSTALLING BASE ROCK.

3. SOILS MUST BE PLACED AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D698 WITH MAXIMUM LOOSE LIFT OF 8".

4. THE MAXIMUM COMPACTED THICKNESS OF ANY ONE LAYER OF BASE ROCKMATERIAL SHALL NOT EXCEED 6 INCHES WITH EACH LIFT COMPACTED TO 100% OFMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 (STANDARD PROCTOR).

5. THE COMPACTED THICKNESS OF A SINGLE LAYER OF PLANT MIX BITUMINOUSPAVEMENT BASE MIX SHALL BE BETWEEN 3" AND 4 1/4" WITH EACH LAYERCOMPACTED TO 95% OF 50 BLOW MARSHALL DENSITY (ASTM D1559).

6. THE COMPACTED THICKNESS OF A SINGLE LAYER OF PLANT MIX BITUMINOUSPAVEMENT SURFACE MIX SHALL NOT EXCEED 2 INCHES FOR THE SURFACECOURSE WITH EACH LAYER COMPACTED TO 95% OF 50 BLOW MARSHALL DENSITY(ASTM D1559).

7. A MAINTENANCE PROGRAM THAT INCLUDES SURFACE SEALING, JOINT CLEANINGAND SEALING AND TIMELY REPAIR OF CRACKS AND DETERIORATED AREAS WILLHELP PRESERVE THE PAVEMENT LIFE.

8. CARE MUST BE TAKEN TO DEVELOP POSITIVE DRAINAGE ACROSS AND FROMAROUND THE PAVEMENT EDGES. WATER ALLOWED TO POND ON OR ADJACENT TOPAVEMENTS WOULD INCREASE THE POTENTIAL FOR MOISTURE INTRUSION INTOTHE SUBGRADE SOILS AND COULD RESULT IN PREMATURE PAVEMENT FAILURE.

9. THE PLANT MIX BITUMINOUS PAVEMENT SURFACE & BASE MIXES SHOULD MEETTHE REQUIREMENTS OF SECTION 401 OF THE MODOT STANDARD SPECIFICATIONS.

10. THE BASE ROCK SHOULD MEET SECTION 1007 FOR TYPE 1 AGGREGATE OF THEMODOT STANDARD SPECIFICATIONS.

3.0" SURFACE MIX, BP-2BITUMINOUS PAVEMENT

STANDARD DUTY ASPHALTSCALE: NOT TO SCALE

5

STANDARD DUTY CONCRETE PAVEMENTSCALE: NOT TO SCALE

4

STANDARD DUTY CONCRETE

COMPACTED SUBGRADE

4" BASE ROCK (TYPE 1)

PROVIDE CONTROL JOINTS AT10' O.C. (25% SLAB THICKNESS)

5" CONCRETE PAVING

NOTES:1. SUBGRADE MUST BE STABLE AND HARD UNDER PROOF ROLLING WITH A FULLY LOADED TANDEM AXLE DUMP

TRUCK PRIOR TO INSTALLING BASE ROCK.2. SOILS MUST BE PLACED AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY AS DETERMINED BY

ASTM D698 WITH MAXIMUM LOOSE LIFT OF 8".3. THE MAXIMUM COMPACTED THICKNESS OF ANY ONE LAYER OF BASE ROCK MATERIAL SHALL NOT EXCEED 6

INCHES WITH EACH LIFT COMPACTED TO 100% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698(STANDARD PROCTOR).

4. CONCRETE PAVEMENTS SHOULD MEET THE REQUIREMENTS OF SECTION 502 OF THE MODOT STANDARDSPECIFICATIONS FOR PORTLAND CEMENT CONCRETE PAVEMENTS.

5. CARE MUST BE TAKEN TO DEVELOP POSITIVE DRAINAGE ACROSS AND FROM AROUND THE PAVEMENTEDGES. WATER ALLOWED TO POND ON OR ADJACENT TO PAVEMENTS WOULD INCREASE THE POTENTIALFOR MOISTURE INTRUSTION INTO THE SUBGRADE SOILS AND COULD RESULT IN PREMATURE PAVEMENTFAILURE.

6. A MAINTENANCE PROGRAM THAT INCLUDES SURFACE SEALING, JOINT CLEANING AND SEALING AND TIMELYREPAIR OF CRACKS AND DETERIORATED AREAS WILL HELP PRESERVE THE PAVEMENT LIFE.

7. 28 DAY COMPRESSIVE STRENGTH TO BE 4000 PSI.8. THE BASE ROCK SHOULD MEET SECTION 1007 FOR TYPE V AGGREGATE OF THE MODOT STANDARD

SPECIFICATIONS.

4" THICK CONCRETE SIDEWALK

4" TYPE 1 AGGREGATEEXTEND 6" PAST EDGE OF SIDEWALK

COMPACTED SUB GRADENOTE:

1. ALL SIDEWALKS ARE TO BE BUILTPER STATE OF MISSOURI STANDARDS.

2. CONTROL JOINTS AT 5'-0"' O.C.

2% MAX. CROSS-SLOPE

LENGTH = 6'-0" (MIN.)WHEELSTOP PRECAST CONCRETE SURFACE

PAVEMENT

2-#4 RODS THROUGHWHEELSTOP & PAVEMENT, MIN.

18" LONG

CROSS-SECTIONSCALE: NOT TO SCALE

2TYPICAL SIDEWALK

WHEEL STOP SECTIONSCALE: NOT TO SCALE

6PRECAST CONCRETE

SURFACES AS SPECIFIEDRUB ALL EXPOSED

TOP AND BOT.#4 BARS (CONT.)

SEE SITE PLAN AND DETAIL 2/C-001.FOR TYP. SIDEWALK CONST'R3/4" CHAMFER

SEE SITE PLANFOR PAVING TYPE

1'-6

"

6"

TURNDOWN SIDEWALK DETAILSCALE: NOT TO SCALE

3

SPECIAL NOTE:CONTRACTOR SHALL REPAIRAND/OR REPLACE ANY DAMAGEDAREAS OF PAVEMENT DUE TOCONSTRUCTION ACTIVITIES.

STANDARD DUTY CONCRETE

PAVEMENT LEGEND

STANDARD DUTY ASPHALT

20"

20"

12"

SID

EWAL

K12

'-0" T

O

5"

10"

5"

5"

1. SYMBOL TO BE PAINTED (HIGHWAYGRADE) YELLOW PER ACCESSIBILITYSTANDARDS.

5"

18"

6"

5"

H.C. PARKING SYMBOLSCALE: NOT TO SCALE

7

CONTRACTOR TO PERFORM DETAILED SITE INSPECTIONTO LOCATE ALL EXISTING UTILITES AND VERIFY ANYPOSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTSPRIOR TO BEGINNING ANY CONSTRUCTION. CONTACTENGINEER WITH ANY CONFLICTS.

SPECIAL NOTE:

PARKING LOT REPLACEMENT. NO BUILDING EXPANSION.

EXISTING # STALLS = 99, INCLUDING 4 HANDICAP STALLS.

NEW STALLS PROVIDED = 100, INCLUDING 4 HANDICAP ACCESSIBLE.

HANDICAP STALLS REQUIRED = 4, INCLUDING 1 VAN ACCESSIBLEHANDICAP STALLS PROVIDED = 4, INCLUDING 4 VAN ACCESSIBLE

PARKING SUMMARY:

KEY NOTES: 1

2

3

4

6

7

8

9

10

11

STRIPING TO BE 4" HI-VIS WHITE PER STATE OF MISSOURISTANDARDS AND SPECS.

INSTALL ADA ACCESSIBLE SYMBOL PER DETAIL 7/C-001.

MATCH NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT.

INSTALL ADA POLE MOUNTED SIGNAGE PER DETAIL 1/C-004 AND2/C-004.

NEW SIDEWALK REFER TO DETAIL 2/C-001.

NEW STANDARD DUTY CONCRETE PAVEMENT PER DETAIL 4/C-001.

NEW STANDARD DUTY ASPHALT PAVEMENT PER DETAIL 5/C-001.

INSTALL CONCRETE PARKING BLOCK PER DETAIL 6/C-001(TYPICAL).

HANDICAP ACCESS UNLOADING ZONE:SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE ASSHOWN. 4" STRIPES @ 24" O.C. AT 45 DEGREES. PAINT COLOR TOBE PER THE AUTHORITY HAVING JURISDICTION.

TURNDOWN SIDEWALK ADJACENT TO PAVEMENT.REFER TO DETAIL 3/C-001.

CONCRETE TRICKLE CHANNEL. REFER TO SHEET C-003.

5

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURIMICHAEL L. PARSON,

GOVERNOR

OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION

DEPARTMENT OF PUBLICSAFETY MISSOURINATIONAL GUARD

RENOVATE ROOF SYSTEM& PAVING

READINESS CENTER BUILDING1076 HIGHLAND STREETAURORA, MO 65605

PROJECT #SITE #ASSET #

T1903-0162738136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:

CAD DWG FILE:DRAWN BY:CHECKED BY:DESIGNED BY:

01/02/2020

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SITE LAYOUT& DIMENSIONPLAN

SHEET 2 OF 12 SHEETS

C-001

C-001.DWGJDJDJD

ALTERNATE NO. 1:PROVIDE AND INSTALL ASPHALT OVERLAY WITH FIBER REINFORCEMENT OVER EXISTING ASPHALT PARKING LOT, APPROXIMATELY 41,000 SQ.FT. WITHIN ALTERNATE CONTRACTOR SHALL PROVIDE A CREDIT FOR EXISTING PARKING LOT SEAL COAT. SEAL COAT WILL NOT BE REQUIRED IF THE FIBER REINFORCEMENT OVERLAY IS ACCEPTED.IF ALTERNATE NO. 1 IS AWARDED, THE OVERLAY SHALL MATCH THE FINISH GRADE ELEVATION OF NEW PAVEMENT INSTALLED FOR SMOOTH TRANSITION.

Digitally signed by Jared Davis DN: cn=Jared Davis, o=Anderson Engineering, Inc., ou=Project Manager, [email protected], c=US Date: 2019.12.30 09:56:06 -06'00'

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SITE DEMOLITION PLANSCALE: 1" = 20'

1C-2

DEMOLITION KEY NOTES:1

2

3

SPECIAL HAZARDOUSMATERIALS NOTE:1. AN ENVIRONMENTAL ANALYSIS HAS NOT BEEN PERFORMED ON THE

EXISTING SITE. REFER TO PROJECT MANUAL.

2. IF THIS PROJECT CONTAINS HAZARDOUS MATERIALS CONTRACTORIS TO PROVIDE PROPER HANDLING, REMOVAL AND DISPOSAL PERENVIRONMENTAL ANALYSIS RECOMMENDATIONS.

TREE PRESERVATIONCONTRACTOR TO LIMIT AREA OF DISTURBANCE. MASSGRADING IS NOT RECOMMENDED. THE CONTRACTOR SHALLMAKE EVERY EFFORT TO PRESERVE TREES PERLANDSCAPING PLAN. CONTRACTOR TO NOTIFY ENGINEER IFANY GRADING ITEMS CAN BE MOVED TO ACCOMODATEPRESERVATION OF EXISTING TREES. THIS INCLUDES MOVINGSTORMWATER, SANITARY SEWER, AND OTHER STRUCTURES.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ITEMS THAT IMPEDE THE PROPER PLACEMENT OF ANY ITEMS PROPOSED BYTHIS PLAN SET.

2. THE REMOVAL WORK SHALL INCLUDE BUT NOT BE LIMITED TO: OBTAINING ALL DEMOLITION PERMITS REQUIRED, REMOVAL OF THE EXISTING TREES, SEALING OFEXISTING WATER WELLS, REMOVAL OF ANY SEPTIC SYSTEM OR DRY WELLS AND OTHER ITEMS TO COMPLETE THE REMOVALS.

3. THE CONTRACTOR SHALL REMOVE ALL MATERIALS DEEMED UNSUITABLE BY THE ENGINEER WITHIN EIGHT INCHES OF THE PROPOSED BUILDING FOOTPRINT TO THEDEPTH THAT SUCH UNSUITABLE MATERIALS EXIST. VOIDS SHALL BE FILLED IN ACCORDANCE WITH RECOMMENDATIONS FROM A CERTIFIED GEOTECHNICALENGINEER.

4. TREE REMOVAL SHALL INCLUDE THE COMPLETE REMOVAL OF TREES AS NOTED ON THE PLAN, INCLUDING ALL STUMPS AND ROOTS. IF ADDITIONAL TREES AREDEEMED NECESSARY TO BE REMOVED BY THE CONTRACTOR, CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM THE OWNER PRIOR TO REMOVAL OF SAIDTREES. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE OWNER A MINIMUM OF 10 DAYS PRIOR TO REMOVAL.

5. THE CONTRACTOR SHALL COORDINATE DISCONNECTION, REMOVAL, AND RELOCATION OF ANY EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES THAT ARE LEVIED BY UTILITY COMPANIES IN CONJUNCTION WITH DEMOLITION AND REMOVAL OF EXISTINGUTILITIES.

6. DISPOSAL OF ALL MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL MATERIALS FROM THE SITE ALONG WITH ALL ASSOCIATED PERMITS AND REGULATORYREQUIREMENTS.

7. IF NECESSARY, THE CONTRACTOR SHALL BE FAMILIAR WITH THE APPROPRIATE SPECIFICATIONS FOR WELL ABANDONMENT, MATERIALS, PROCEDURES AND ACCESSTO EQUIPMENT REQUIRED TO PROPERLY SEAL WELLS. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN, COMPLETE AND FILE THE APPROPRIATE FORMSTHROUGH THE LOCAL JURISDICTION AND/OR THE MISSOURI DEPARTMENT OF NATURAL RESOURCES.

8. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITY SERVICES TO ADJACENT LOTS. INTERRUPTION OF SERVICES TO ADJACENT LOTS SHALL NOT OCCURWITHOUT PROPER APPROVAL. 48 HOURS NOTICE SHALL BE GIVEN TO THE PROPERTY OWNERS PRIOR TO THE CONNECTION OF THE NEW SERVICES. THECONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH THE CONNECTION OF TEMPORARY UTILITY SERVICES, IF REQUIRED, TO FACILITATECONSTRUCTION STAGING.

9. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. TO BE CLEAR AND FREE OF ANY CONSTRUCTION ACTIVITY AND/OREXCAVATED AND HAULED MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM ADJACENT SITES.

10.THE CONTRACTOR SHALL PERFORM A FULL-DEPTH SAW-CUT ALONG THE PERIMETER OF PAVEMENT AND SIDEWALK REMOVAL THAT ABUTS EXISTING PAVEMENT ANDSIDEWALK THAT IS TO REMAIN.

11. ANY DAMAGE SUSTAINED BY ITEMS THAT ARE TO REMAIN IN PLACE SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER.

DEMOLITION NOTES:

4

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SHEET TITLE:


GOVERNOR






T1903-0162738136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

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C-002

C-002.DWGJDJDJD

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1382.0 PVT

1382.5 PVT

1381.65 PVT/GD1381.35 GD

REPAIR ANY POTHOLES, PROVIDESEAL COAT ON EXISTING PARKING

LOT AND RESTRIPE AS SHOWN.

1383.8 EPVT

1382.0 PVT

1382.5 PVT

1383.5 EPVT

1383.3 EPVT

1382.65 EPVT

1382.7 EPVT1382.5 EPVT

1382.7 EPVT1382.5 EPVT

1382.7 EPVT

1382.8 EPVT

1382.5 EPVT

1382.7 EPVT

1383.4 EPVT

ALTERNATE NO. 1 - 2" ASPHALTOVERLAY WITH FIBER

REINFORCEMENT (FORTA-FI, ACEFIBER, OR APPROVED EQUAL).

REFER TO DETAIL 4/C-003.

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SAWCUT

SAWCUT

SAWCUT

SAW

CU

T

SAW

CU

T

SAWCUT

SAWCUT

SAWCUT

1387.58 SW

1387.2 SW

1387.1 SW1386.6 EPVT

1386.6 SW1386.6 PVT 1386.6 SW

1386.6 PVT

1386.7 SW

1386.3 PVT

1386.7 SW

1385.7 PVT

1386.5 PVT1386.6 PVT

1385.8 PVT

1386.45 PVT

6" THICK CONCRETE TRICKLE CHANNEL

SECTION VIEW

3'-0'

1.5"

EXISTING SURFACE FEATURES, STRUCTURES, ETC. AND UNDERGROUNDINSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES,FIBER OPTIC LINES AND BURIED STRUCTURES ARE INDICATED ON THE DRAWINGONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO ORDISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NOGUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTHE TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BENECESSARY TO AVOID DAMAGE THERETO.

CAUTION:

CONTRACTOR TO PERFORM DETAILED SITE INSPECTIONTO LOCATE ALL EXISTING UTILITES AND VERIFY ANYPOSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTSPRIOR TO BEGINNING ANY CONSTRUCTION. CONTACTENGINEER WITH ANY CONFLICTS.

CONTRACTOR SHALL FIELD VERIFY PROPOSEDGRADES MATCH EXISTING PAVEMENT ATDRIVEWAY ENTRANCES, SIDEWALK CONNECTIONS,AND ALL CONNECTION POINTS PRIOR TOBEGINNING CONSTRUCTION. CONTRACTOR SHALLNOTIFY ENGINEER IF DISCREPANCY OCCURS.

SPECIAL NOTE:

SPECIAL NOTE:

1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATEALL EXISTING UTILITIES AND VERIFY ANY POSSIBLE CONFLICTS WITHPROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANYCONSTRUCTION. CONTACT OWNER WITH ANY CONFLICTS.

2. INSTALLATION OF CONSTRUCTION ENTRANCE.3. INSTALLATION OF EROSION CONTROL FENCE.4. IMPLEMENTATION OF STORMWATER POLLUTION PREVENTION PLAN.5. DEMOLITION OF EXISTING SITE IMPROVEMENTS, IF REQUIRED.6. INSTALLATION OF ALL STORM WATER DRAINAGE IMPROVEMENTS.7. ROUGH GRADING.8. CONSTRUCTION OF NEW SITE IMPROVEMENTS.9. FINAL GRADING.10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD.11. REMOVAL OF EROSION AND SEDIMENT CONTROL ITEMS.

STAGES OF CONSTRUCTION:GENERAL NOTES:1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE

CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THEJOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OFTHE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TONORMAL WORKING HOURS.

2. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THECONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACYOF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

SAFETY NOTES:1. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. THE CONTRACTOR SHALL FIELD VERIFY ALL

HORIZONTAL AND VERTICAL LINES AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OFIMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERING ADISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS. CONTACT ONE CALL:1-800-344-7483.

2. THE CONTRACTOR MUST COORDINATE CONSTRUCTION WITH THE NECESSARY AUTHORITIES.3. APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO

ANY CONSTRUCTION.4. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS WITHOUT PONDING ON PARKING LOTS OR

SIDEWALKS.5. ALL IMPROVED RUNOFF TO DRAIN TO DRAINWAYS.6. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GRADE.7. THE REMOVAL OF ANY TREES SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO REMOVAL.8. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.9. TESTING OF CONTROLLED STRUCTURAL FILL, OBSERVATION OF EXCAVATIONS AND COMPACTION OF

SUBGRADE SHALL BE DONE BY A QUALIFIED GEOTECHNICAL ENGINEER. FOLLOW GEOTECHNICAL ENGINEERRECOMMENDATIONS FOR SITE EXCAVATION REQUIREMENTS.

10.REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION REQUIREMENTS.11.GRADING AT HANDICAP ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. GRADING

AT HANDICAP ACCESSIBLE ROUTE SHALL NOT EXCEED 5% IN DIRECTION OF TRAVEL WITH 2% MAXIMUM CROSSSLOPE. GRADING AT BUILDING EGRESS DOORS SHALL NOT EXCEED 2% FOR A DISTANCE OF 5'-0"PERPENDICULAR FROM FACE OF DOOR.

ABBREVIATIONNONESWTWTCPVTGDCONCETCEGDEPVTESWNPVTFLTOP

+ 1301.0 PVT

LISTGRADESIDEWALKTOP OF WALLTOP OF CURBTOP OF PAVEMENTNEW GRADECONCRETEEXISTING TOP OF CURBEXISTING GRADEEXISTING PAVEMENTEXISTING SIDEWALKLADOT PAVEMENT (+3.5")FLOW LINETOP OF BERM

EXISTING GRADE LINES

PROPOSED NEW GRADE LINES

NEW SPOT ELEVATIONS

FLOW DIRECTION ARROW

NEW BUILDING CONSTRUCTION

REFER TO SURVEY FOR EXISTING CONDITION SYMBOLSLEGEND AND SITE CONTROL.

SYMBOLS LEGEND

1301

DRAINAGE SWALE>

SITE GRADING & EROSION CONTROL PLANSCALE: 1" = 20'

1C-003

HAND PLACE RIP-RAP IN ALL PLACES AS INDICATED ON THE PLAN. THESTONE FOR RIP-RAP SHALL CONSIST OF FIELD STONE OR ROUGH UNHEWNQUARRY STONE AS NEARLY AS UNIFORM, IN SECTION AS PRACTICAL. THESTONES SHALL BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER,AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE INTENDED UNLESSOTHERWISE SPECIFIED. ALL STONES USED AS RIP-RAP SHALL WEIGHBETWEEN 30-150 POUNDS EACH, AND AT LEAST 60 PERCENT OF THE STONESSHALL WEIGH MORE THAN 100 POUNDS EACH. STONES SHALL BE A MINIMUMOF 12" IN DIAMETER AND PLACED A MINIMUM OF 18" BELOW FINISH GRADE.

RIP-RAP NOTE:

CONCRETE TRICKLE CHANNELSCALE: NTS

3

12"

3/4" COMPACTED AGGREGATENONWOVEN GEOTEXTILE (TYP.)

NOTES:1. PROTRUDING EDGES OF GEOTEXTILE SHOULD BEOVERLAPPED A MINIMUM OF 1 FT TOENSURE COMPLETE COVERAGE OF UNDERDRAIN WIDTH.2. TYPICAL TRENCH DIMENSIONS ARE 1FT WIDE BY 3 FT.3. 1.5" DEPTH SAWCUT 10' O.C.

SCALE: NOT TO SCALE2 ADA PARKING DETAIL

HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION IN THIS AREA.

KEY NOTES:ADA PARKING AND SIDEWALK. REFER TO DETAIL 2/C-003 FORDETAILED GRADING PLAN.

CONTRACTOR TO MATCH EXISTING GRADE AT SAWCUT LINE.

INSTALL 230 LF OF CONCRETE TRICKLE CHANNEL @ MIN 0.5%SLOPE. REFER TO DETAIL 3/C-003.

EXISTING CLEAN-OUT TO BE FLUSH WITH NEW SIDEWALK.

LIMITS OF LAND DISTURBANCE.DISTURBED AREA = 0.16 ACRES

INSTALL 100 LF OF 8" COMPOST FILTER SOCK:OR APPROVED EQUAL. SEE DETAIL 3/C-004.

AREAS TO BE VEGETATED:ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE SEED ANDSTRAW MULCH, UNLESS OTHERWISE NOTED, OVER MIN. 4"TOPSOIL STOCKPILED HAULED IN AS APPROVED BY THE PROJECTMANAGER. SEE SEEDING NOTES.

INSTALL 10' X 10' CONCRETE WASHOUT AREA:VERIFY LOCATION WITH CONTRACTOR. SEE DETAIL 4/C-004.

INSTALL DUMPSTER AND CONTACT TRASH COMPANY FOR PICK UP

INSTALL PORTABLE TOILET AND STAKE FIRMLY TO GROUND

GENERAL NOTES:

EXISTING COMPACTED SUBGRADE

EXISTING AGGREGATE BASE

2" ASPHALT OVERLAY

1. THE COMPACTED THICKNESS OF A SINGLE LAYER OF PLANT MIX BITUMINOUSPAVEMENT SURFACE MIX SHALL NOT EXCEED 2 INCHES FOR THE SURFACECOURSE WITH EACH LAYER COMPACTED TO 95% OF 50 BLOW MARSHALL DENSITY(ASTM D1559).

2. A MAINTENANCE PROGRAM THAT INCLUDES SURFACE SEALING, JOINT CLEANINGAND SEALING AND TIMELY REPAIR OF CRACKS AND DETERIORATED AREAS WILLHELP PRESERVE THE PAVEMENT LIFE.

3. CARE MUST BE TAKEN TO DEVELOP POSITIVE DRAINAGE ACROSS AND FROMAROUND THE PAVEMENT EDGES. WATER ALLOWED TO POND ON OR ADJACENT TOPAVEMENTS WOULD INCREASE THE POTENTIAL FOR MOISTURE INTRUSION INTOTHE SUBGRADE SOILS AND COULD RESULT IN PREMATURE PAVEMENT FAILURE.

4. THE PLANT MIX BITUMINOUS PAVEMENT SURFACE & BASE MIXES SHOULD MEETTHE REQUIREMENTS OF SECTION 401 OF THE MODOT STANDARD SPECIFICATIONS.

5. CONTRACTOR TO CLEAN THE EXISTING PAVEMENT SURFACE OF DUST/DEBRIS,SEAL CRACKS, AND APPLY TACK COAT OR APPROVED EQUAL PRIOR TO OVERLAY.

EXISTING ASPHALTPAVEMENT

ALTERNATE NO. 1 - ASPHALT OVERLAYSCALE: NOT TO SCALE

4

2" ASPHALT OVERLAY WITH FIBER REINFORCEMENT(FORTA-FI, ACE FIBER, OR ROADBUILDING)

SHEET NUMBER:

SHEET TITLE:


GOVERNOR






T1903-0162738136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

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SITE GRADING &EROSION CONTROL


C-003

C-003.DWGJDJDJD

PLAN


1'-0"

3'-0

"1'

-6"

2'-0

"

ACCESSIBLEPARKING

SIGNAGE:"ACCESSIBLE PARKING" EQUAL TO"BEST" No. SS53. AT RIGHT HANDDISCHARGE LOCATION PROVIDE"VAN ACCESSIBLE" SIGNAGE EQUALTO "BEST" No. SS57. ATTACH EA.SIGN TO BOLLARDS W/ GALV.MOUNTING BOLTS.

4'-0" X 1 1/2" DIAMETER GALVANIZEDPOLE SET INSIDE BOLLARD W/CONCRETE.

BOLLARD:REFER T0 DETAIL 2/C-004.

$50 TO $300 FINE

6"

12"

3'-0

"3'

-0"

BOLLARD:STANDARD 4" DIAMETER STEELPAINT.REFER TO EXTERIOR FINISH SCHEDULE.

CONCRETE PAD OR SIDEWALK:REFER TO SITE DEVELOPMENT FORLOCATION AND TYPE.

CONCRETE FOOTING

DIAMETER

CONCRETE FILL

POLE MOUNTEDSCALE: NOT TO SCALE

1H.C. PARKING SIGNAGE

STEEL BOLLARD SECTIONSCALE: NOT TO SCALE

2

AREA TO PROTECTWORK AREA

3"-4"

12"+

2"X2" WOODEN STAKES

STAKE AT 60° ANGLE

WATER FLOW

AREA TO PROTECTWORK AREA

STAKES ON 10' LINEAL SPACING

WATER FLOW

FILTER SOCK

FILTER SO

CK

3 COMPOST FILTER SOCKSSCALE: NOT TO SCALE

10' MIN

VARIES

10 MILPLASTIC LINER

STRAW BALES,CONCRETE BLOCKS,SANDBAGS, ECT.

STAKES(TYP)

4"

2"

STAPLES(2 PER BALE)

10 MILPLASTIC LINER

BINDING WIRE

STRAW BALES

NATIVE MATERIAL(OPTIONAL)

WOOD OROR METAL STAKES

NOTES:1. ACTUAL LAYOUT DETERMINED IN FIELD2. THE CONCRETE WASHOUT SIGN

SHALL BE INSTALLED WITHIN30 FT. OF THE TEMPORARYCONCRETE WASHOUT FACILITY

CONCRETE WASHOUT AREASCALE: NOT TO SCALE

4

EROSION CONTROL & MAINTENANCE PLAN NOTES:1. CONTRACTOR TO RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF-SITE FACILITIES. CHECK ADJACENT AREAS DAILY AND PICK UP

CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE.2. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS

COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL VEGETATION HAVING A UNIFORM COVERAGE DENSITY OF AT LEAST 70%. STABILIZATION OF ALL DISTURBED AREA IS REQUIRED BEFORE TERMINATING MAINTENANCE AND REMOVAL OFEROSION CONTROL MEASURES.

3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 1/2 INCH OR GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITHMORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED FAILURE OF A CONTROL MEASURE REQUIRES INSTALLATION OF A MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTIONSITE.

4. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OR STATE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT SITE.5. CARE SHALL BE TAKEN TO ELIMINATE TO THE MAXIMUM EXTENT POSSIBLE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL (ROAD/PARKING

AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.6. REMOVE SEDIMENT DEPOSITS AS NECESSARY AFTER EACH STORM TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. CARE NEEDS TO BE TAKEN TO AVOID UNDERMINING THE FENCE WHEN

REMOVING SEDIMENT. SEDIMENT IS TO BE REAPPLIED TO THE SITE AND STABILIZED.7. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) AND SELECT PIPE OUTFALLS SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF REINFORCEMENT MATS 450 OR APPROVED EQUAL. MATS SHALL BE INSTALLED PER MANUFACTURER'S

SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.8. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST STATE OF MISSOURI STANDARD.9. APPLICABLE PERMITS MUST BE OBTAINED FROM THE CITY, STATE AND COUNTY PRIOR TO EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO ANY CONSTRUCTION.10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ANY UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS AND TO BE LIABLE FOR DAMAGE AND CONSEQUENT REPAIR TO SUCH IN THE COURSE OF HIS OPERATIONS.11. THE CONTRACTOR AND/OR BUILDER WILL KEEP THE SUBDIVISION NEAT AND ORDERLY AT ALL TIMES WHILE CONSTRUCTION IS TAKING PLACE. ALL CITY STREETS ADJACENT TO THE DEVELOPMENT SHALL BE KEPT CLEAR OF MUD, ROCK, DIRT, DEBRIS,

PAPER AND WASTE MATERIAL AT ALL TIMES. THE PROPER AMOUNT OF INSPECTION SHALL BE CALLED FOR AT THEIR PROPER TIMES, OR ANY AND ALL WORK MAY BE REJECTED.12. IF ANY WORK OR ACCESS TO ANY ADJOINING PROPERTY IS DONE, IT IS THE FULL RESPONSIBILITY FOR THE APPLICANT/OWNER TO OBTAIN PROPER RELEASES FROM ADJOINING PROPERTY OWNERS AND ASSUME ALL LIABILITY FOR ACTION TAKEN

DURING ALL CONSTRUCTION.13. ALL DISTURBED AREAS ARE TO BE RESEEDED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STATE OF MISSOURI.14. PROVIDE TEMPORARY EROSION CONTROL TO CONTAIN ALL SOILS ON SITE. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.15. THE DETENTION BASIN, ALL WATER QUALITY MEASURES AND STORMWATER CHANNELS(PIPES) SHALL BE FUNCTIONING PRIOR TO STARTING ANY OTHER CONSTRUCTION ACTIVITIES. I.E., ONLY CONSTRUCTION ACTIVITIES REQUIRED TO INSTALL THE

DETENTION BASIN, ALL WATER QUALITY MEASURES AND STORMWATER CHANNELS(PIPES) ARE ALLOWED UNTIL THESE ITEMS ARE INSTALLED AND APPROVED.16. CONSTRUCTION ACCESS TO THE SITE SHALL BE LIMITED TO THE APPROVED TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE STORMWATER POLLUTION PREVENTION PLAN.17. PRIOR TO CONSTRUCTION, THE OWNER SHALL CONVENE A PRE-CONSTRUCTION MEETING BETWEEN THE CITY OF AURORA, STATE OF MISSOURI, CONSULTING ENGINEER, CONTRACTOR(S) AND ANY OTHER AFFECTED PARTIES.18. EROSION CONTROL DEVICES SHALL BE MAINTAINED DURING THE WHOLE CONSTRUCTION PERIOD BY THE CONTRACTOR.19. CONTRACTOR TO PROTECT ANY STORM INLETS THAT RECEIVE STORM WATER FROM THE AREA OF CONSTRUCTION FROM SEDIMENT.20. CONTRACTOR TO TAKE CARE NOT TO DAMAGE ANY EXISTING STREET, CURB AND GUTTER, SIDEWALK AND DRIVEWAYS.21. THE CONTRACTOR SHALL HAVE A SET OF PLANS FILED WITH THE STATE OF MISSOURI ON SITE. THE CONTRACTOR SHALL HAVE ON THE PROJECT AT ALL TIMES, AS HIS AGENT, A COMPETENT SUPERINTENDENT CAPABLE OF READING AND THOROUGHLY

UNDERSTAND THE PLANS AND SPECIFICATIONS AND THOROUGHLY EXPERIENCE IN THE TYPE WORK BEING PERFORMED WHO SHALL RECEIVE INSTRUCTIONS FROM THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE.22. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR OF ANY NEW SINKHOLES DISCOVERED DURING CONSTRUCTION.23. TEMPORARY CONSTRUCTION ENTRANCE TO HAVE SHOT ROCK FOR ITS SURFACE.24. THE INSTALLATION OF SILT FENCE FOR CONSTRUCTION IS TO BE INSTALLED BY THE CONTRACTOR AND IN PLACE BEFORE BEGINNING SITE CONSTRUCTION. SIMILAR DEVICES MAY BE USED BY THE CONTRACTOR TO MEET THE REQUIREMENTS OF THE

ENGINEER. DEVICES TO BE IN PLACE AS SHOWN ON THE PLANS. ADJUSTMENT OF THE LOCATION BY THE CONTRACTOR MAY BE DONE TO MEET EXISTING FIELD CONDITIONS. ALL CONTROLS ARE TO BE LACED WITHIN OWNER'S PROPERTY. ACCUMULATEDSEDIMENT IN BASINS WILL REQUIRE REMOVAL DURING CONSTRUCTION OR AFTER EACH RAIN EVENT AND AT THE END OF CONSTRUCTION. EACH BASIN SHALL BE CHECKED AFTER EACH RAIN EVENT. CONTRACTOR TO MINIMIZE THE AREA DISTURBED BYCONSTRUCTION ACTIVITIES AT ANY ONE TIME AND TO PROMPTLY REVEGETATE (OR MECHANICALLY STABILIZE) ARE DISTURBED BY CONSTRUCTION ACTIVITY.

25. SILT FENCE SHALL BE PLACED AROUND ALL SOIL SPOIL PILES TO PREVENT EROSION.

SEEDING AND MULCHING NOTESSEEDINGINSTALL UPSTREAM BMPS TO PROTECT AREA TO BE SEEDED. COMPLETE GRADING AND REMOVE ALL DEBRIS LARGER THAN 1 INCH. LOOSEN COMPACTED SOILS TO A DEPTH OF 4 INCHES. GROOVE OR FURROW ON THE CONTOUR IF NECESSARY. SPREADLOOSE TOPSOIL AT A DEPTH OF 4 INCHES. MIX SOIL AMENDMENTS (LIME, FERTILIZER, ETC.) INTO THE TOP 4 INCHES OF SOIL. PLANT SEED ¼ TO ½ INCHES DEEP USING A CYCLONE SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDRO-SEEDER. ROLL LIGHTLYTO FIRM SURFACE. COVER SEEDED AREA WITH MULCH. INSTALL ADDITIONAL STABILIZATION (EROSION CONTROL BLANKETS, NETTING, BONDED FIBER MATRIX, ETC.) ON SLOPES STEEPER THAN 3:1 AND IN AREAS OF CONCENTRATED FLOW. WATERIMMEDIATELY-ENOUGH TO SOAK 4 INCHES INTO THE SOIL WITHOUT CAUSING RUNOFF.

TOPSOIL REQUIREMENTSPERMANENT AND TEMPORARY SEEDING: LOOSEN COMPACTED SOILS TO A DEPTH OF 4 INCHES. IF RAINFALL CAUSES SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING. SLOPES STEEPER THAN 33 PERCENT (3:1) GRADESHOULD BE GROOVED OR FURROWED ON THE CONTOUR BEFORE SEEDING. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE AND UNIFORM. PERMANENT SEEDING: A MINIMUM OF 4 INCHES OF LOOSE TOPSOIL SHOULD BE SPREAD ON AREAS TO BESEEDED.

LIME REQUIREMENTSPERMANENT AND TEMPORARY SEEDING: LIME SHOULD BE APPLIED ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE pH OF THE SOIL IS UNKNOWN, LIME SHALL BE INCORPORATED INTO THE TOP 4 INCHES OF SOIL AT A RATE OF 1500 POUNDSEFFECTIVE NEUTRALIZING MATERIAL (ENM) PER ACRES. SOILS WITH A pH OF SIX OR HIGHER NEED NOT BE LIMED.

FERTILIZER REQUIREMENTSPERMANENT SEEDING: FERTILIZER SHOULD BE APPLIED BASED ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE A 13-13-13 GRADE FERTILIZER SHALL BE INCORPORATED INTO THE TOP 4 INCHES OF SOIL AT THE RATE OF 500 POUNDS PER ACRE.TEMPORARY SEEDING: FERTILIZER SHOULD BE APPLIED BASED ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, A 10-10-10 GRADE FERTILIZER SHALL BE INCORPORATED INTO THE TOP 4 INCHES OF SOIL AT THE RATE OF 200 POUNDS PER ACRE.

SEED REQUIREMENTSPERMANENT SEEDING: SEED MIX SHALL CONSIST OF NINETY PERCENT (90%) TALL FESCUE AND TEN PERCENT (10%) ANNUAL RYEGRASS. SEED MIXTURE SHALL BE APPLIED AT A RATE OF 400 POUNDS PER ACRE.TEMPORARY SEEDING: SEED MIX SHALL CONSIST OF ANY COMBINATION OF TALL FESCUE, ANNUAL RYEGRASS, SUDAN, MILLET, WHEAT OR OATS. SEED MIXTURE SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE.DORMANT SEASON SEEDING: SEED MIX SHALL CONSIST OF 80 PERCENT (80%) TALL FESCUE, TEN PERCENT (10%) ANNUAL RYEGRASS AND TEN PERCENT (10%) SPRING OATS. SEED MIXTURE SHALL BE APPLIED AT A RATE OF 600 POUNDS PER ACRE.

MULCH REQUIREMENTSPERMANENT AND TEMPORARY SEEDING: WHERE SLOPES ARE LESS THAN 25 PERCENT (4:1) GRADE, CEREAL GRAIN MULCH IS REQUIRED AT THE RATE OF 100 POUNDS PER 1,000 SQUARE FEET (4,500 LBS/ACRE). CEREAL GRAIN MULCH SHALL MEET THEREQUIREMENTS OF SECTION 802 OF THE MISSOURI STATE SPECIFICATIONS FOR HIGHWAY CONSTRUCTION FOR TYPE I MULCH. WHERE SLOPES ARE 25 PERCENT (4:1) OR GREATER GRADE, TYPE 3 MULCH (HYDROMULCH) MEETING THE REQUIREMENTS OFSECTION 802 OF THE STATE SPECIFICATIONS SHALL BE USED. TYPE 3 MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2,000 LBS/ACRE.

DATES FOR SEEDINGPERMANENT SEEDING: MARCH 1 TO JUNE 1 AND AUGUST 15 TO NOVEMBER 1TEMPORARY SEEDING: CAN OCCUR DURING ANY SEASON, HOWEVER WINTER IS THE LEAST TOLERANT.DORMANT SEASON SEEDING: DECEMBER 15 TO FEBRUARY 29

HYDROSEEDINGTO SELECT APPROPRIATE HYDROSEEDING MIXTURES, AN EVALUATION OF SITE CONDITIONS SHALL BE PERFORMED WITH RESPECT TO: SOIL CONDITIONS, SITE TOPOGRAPHY, SEASON AND CLIMATE, VEGETATION TYPES, MAINTENANCE REQUIREMENTS,SENSITIVE ADJACENT AREAS, WATER AVAILABILITY, AND PLANS FOR PERMANENT VEGETATION. HYDROSEEDING CAN BE ACCOMPLISHED USING A MULTIPLE-STEP OR ONE-STEP PROCESS. THE MULTIPLE-STEP PROCESS ENSURES MAXIMUM DIRECTCONTACT OF THE SEEDS TO SOIL. WHEN THE ONE-STEP PROCESS IS USED TO APPLY THE MIXTURE OF SEED, FIBER, ETC., THE SEED RATE SHALL BE INCREASED TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. FOLLOW-UPAPPLICATIONS SHALL BE MADE AS NEEDED TO COVER WEAK SPOTS.

SHEET NUMBER:

SHEET TITLE:


GOVERNOR






T1903-0162738136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

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DETAILS


C-004

C-004.DWGJDJDJD


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DEMOLITION ROOF PLAN 1AD-101SCALE: 1/8" = 1'-0"

DEMOLITION ROOF PLAN KEYNOTES1 COMPLETELY REMOVE AND DISPOSE OF EXISTING GALVANIZED FLUE PIPE BOOT;

DOCUMENT AND RECORD EXISTING EQUIPMENT PENETRATION FOR REPLACEMENTWITH LIKE PENETRATION IN ROOF; CLEAN AND PREP ROOF FOR INSTALLATION OF NEWBOOT AND ASSOCIATED FLASHING. TYPICAL ALL LOCATIONS.

SEE FLOOR PLANS, ELEVATIONS & DETAILS ALSO FOR NEW CONSTRUCTION AND ITSAFFECT ON DEMOLITION ITEMS DESCRIBED HERE IN. NOT ALL DEMOLITION REQUIRED MAYBE SHOWN ON THE DEMOLITION PLANS. THESE PLANS ARE FOR GENERAL INFORMATION& DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FULLY REVIEW ANDUNDERSTAND THE CONTRACT DOCUMENTS AND THE EXTENT OF DEMOLITION REQUIREDFOR NEW CONSTRUCTION INDICATED.

COORDINATE REMOVAL OF EXISTING PIPING, CONDUIT, ELECTRICAL/MECH SYSTEM WITHPENETRATION REPLACEMENT. REPLACE ALL EQUIPMENT CURBS, BOOTS, COLLARS, ETCDURING ROOF REPLACEMENT. RETAIN AND PROTECT TEMPORARY REMOVED EQUIPMENT.EQUIPMENT AND OR EQUIPMENT OPENING, MAY REQUIRE TEMPORARY SUPPORT AND ORBRACING DURING ROOF REPLACEMENT. CONTRACTOR SHALL FULLY SERVICE ALL REUSEDMATERIALS/EQUIPMENT TO BE REUSED DURING INSTALLATION. CONTRACTOR ISRESPONSIBLE TO VERIFY AND MAINTAIN THE FUNCTION AND AESTHETIC INTEGRITY OF THEMATERIALS.

SEE SPECIFICATIONS FOR DISPOSAL OF ALL DEMOLISHED MATERIALS AND DEBRIS. OWNERRESERVES THE RIGHT TO SALVAGE / REUSE ANY MATERIALS.

1.

2.

SEE DETAILS FOR ADDITIONAL DETAILED DEMOLITION INFORMATION.3.

4. PROTECT ADJACENT BUILDING SURFACE(S)/MATERIALS AND EQUIPMENT FROM DAMAGEDUE TO ANY DEMOLITION OR CONSTRUCTION - RELATED ACTIVITIES.

5.

GENERAL DEMOLITION NOTES

6. BEFORE ANY DEMOLISHING BEGINS, SALVAGE / REMOVE ALL OWNER ITEMS, I.E.,ANTENNA, WEATHER STATION, ETC... RETAIN FOR INSTALLATION FOLLOWING NEW ROOFCONSTRUCTION.

7.

THE INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO EXISTINGCONDITIONS OF CONSTRUCTION IN NO WAY RELEASES THE GENERAL CONTRACTOR FROMTHE RESPONSIBILITY FOR VERIFYING COMPLETELY ALL FIELD CONDITIONS RELATING TOAND AFFECTING THE EXECUTION OF THE WORK, AS DESCRIBED IN THESE CONTRACTDOCUMENTS.

9.

INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONSOF CONSTRUCTION IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTORIN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE ANDACCURATE REPRESENTATIONS OF SUCH EXISTING CONDITIONS. THIS INTERPRETATIONHAS BEEN TAKEN FROM RECORD SETS OF “AS-BUILT” DRAWINGS ON FILE AT AND HAS ASBEEN FURTHER SUPPLEMENTED BY EXTENSIVE FIELD-MEASUREMENT AND OBSERVATIONS.THE ARCHITECT CANNOT AND DOES NOT GUARANTEE THE ACCURACY OF ANY SUCHINFORMATION AND ASSUMES NO LIABILITY THEREFORE.

8.

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY ANDDOCUMENT ALL EXISTING DIMENSIONS, ELEVATIONS AND BENCHMARKS, MATERIALS ANDMETHODS OF CONSTRUCTION THAT MAY AFFECT OR BE AFFECTED BY NEW WORK, AND TOCOORDINATE SUCH FIELD VERIFICATION WITH THE CONTRACT DOCUMENTS AND THEEXECUTION OF THE WORK. DISCREPANCIES AND/OR CONFLICTS INVOLVING ANTICIPATEDEXISTING CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.

10. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ASSIST THE OWNERREPRESENTATIVE/ARCHITECT IN MAKING THEIR EVALUATIONS AND RECOMMENDATIONSBY PROVIDING IN A TIMELY MANNER, AT NO ADDITIONAL COST TO THE OWNER,ACCURATE AND COMPLETE DRAWINGS, SKETCHES, AND PHOTOGRAPHS SUFFICIENT TOCLEARLY DESCRIBE DISCREPANCIES, CONFLICTS, AND CONCEALED OR OTHERWISEUNANTICIPATED EXISTING CONDITIONS AFFECTING NEW CONSTRUCTION.THE GENERALCONTRACTOR SHALL FURTHER ASSIST THE OWNER REPRESENTATIVE/ARCHITECT BYPROVIDING IN A TIMELY MANNER PREPARED SOLUTIONS TO UNANTICIPATED EXISTINGCONDITIONS. REFER TO SPECIFICATION SECTION 013100 1.3, A FOR COORDINATION.

11. ALL AREAS ABOVE OR ON THE EXISTING CEILING THAT ARE AFFECTED BY INSTALLATION OFNEW WORK SHALL BE REPAIRED COMPLETELY WITH MATERIALS AND PRODUCTS TOMATCH EXISTING INSTALLATION.

12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL AREAS THAT MAY BEEXPOSED AS A RESULT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING SECURE, WEATHERTIGHT ENCLOSURE AT BUILDING EXTERIOR DURINGCONTRACT PERIOD. COORDINATE SECURITY WITH OWNERS REPRESENTATIVE. EXISTINGSECURITY SYSTEM SHALL REMAIN FUNCTIONAL DURING DEMOLITION AND CONSTRUCTION

13. THE PROJECT IS CURRENTLY OCCUPIED, AND MUST REMAIN COMPLETELY OPERATIONALDURING NORMAL BUSINESS HOURS. COORDINATE WITH THE OWNER ANY CONSTRUCTIONACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICHOPERATES EXCESSIVE NOISE, AIRBORNE DIRT, OR WHICH DISRUPTS THE NORMALFUNCTIONALITY OF THE SPACE. PROTECT ANY ADJACENT SPACE WITH DUST PARTITIONSOR CURTAINS FROM ACTIVITIES WHICH WILL CREATE DUST. NOTIFY ANY OCCUPANTS OFTHE BUILDING OF ANY CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THEIR ABILITY TOOPERATE NORMALLY.

2 COMPLETELY REMOVE AND DISPOSE OF EXISTING CONDUIT BOOT AND WATER STOP;DOCUMENT AND RECORD EXISTING EQUIPMENT PENETRATION FOR REPLACEMENTWITH LIKE PENETRATION IN ROOF; CLEAN AND PREP ROOF FOR INSTALLATION OF NEWBOOT AND ASSOCIATED FLASHING. TYPICAL ALL LOCATIONS.

3 COMPLETELY REMOVE AND DISPOSE OF EXISTING PLUMBING BOOT AND WATER STOP;DOCUMENT AND RECORD EXISTING EQUIPMENT PENETRATION FOR REPLACEMENTWITH LIKE PENETRATION IN ROOF; CLEAN AND PREP ROOF FOR INSTALLATION OF NEWBOOT AND ASSOCIATED FLASHING. TYPICAL ALL LOCATIONS.

4 COMPLETELY REMOVE AND DISPOSE OF EXISTING METAL CURBS & ASSOCIATED CELLCAPS, EQUIPMENT COVERS SHOULD BE REMOVED; EQUIPMENT COVER SHOULD BEPATCHED; CLEANED; REMOVE ANY DENTS; PRIMED WITH RUST PREVENTING PRIMER;PAINTED OR REPLACED EQUIPMENT COVER COMPLETELY; DOCUMENT AND RECORDEXISTING EQUIPMENT PENETRATION FOR REPLACEMENT WITH LIKE PENETRATION INROOF; DOCUMENT AND RECORD GAS AND OR ELECTRICAL CONNECTIONS FORREINSTALLATION. CLEAN AND PREP ROOF FOR INSTALLATION OF NEW CURB. TYPICALALL LOCATIONS.

5 COMPLETELY REMOVE AND DISPOSE OF EXISTING ROOF CAP; DOCUMENT AND RECORDEXISTING CAP LOCATION AND CONFIGURATION FOR REPLACEMENT; CLEAN AND PREPROOF FOR INSTALLATION OF NEW ROOF CAP. TYPICAL ALL LOCATIONS.

6 HATCHED AREA INDICATES COMPLETELY REMOVE EXISTING SEALANT; SECUREEXISTING WATER STOP; SECURE EXISTING FLASHING; AND ASSOCIATED METALFLASHING; ANY FASTNER WITH FAILED GASKET TO BE REPLACED; CLEAN AND PREPROOF FOR INSTALLATION OF NEW SEALANT. TYPICAL ALL LOCATIONS.

7 COMPLETELY REMOVE AND DISPOSE OF EXISTING FLEXIBLE TRANSITION MATERIAL,FASTNERS, WATER STOP SEALANT; DOCUMENT AND RECORD EXISTING EQUIPMENTPENETRATION FOR REPLACEMENT WITH LIKE PENETRATION IN ROOF; CLEAN AND PREPROOF FOR INSTALLATION OF TRANSITION AND ASSOCIATED FLASHING. TYPICAL ALLLOCATIONS.

8 COMPLETELY REMOVE AND DISPOSE OF EXISTING STANDING SEAM LOOSE CELL CAPS,FASTENERS, WATER STOP SEALANT; DOCUMENT AND RECORD EXISTING EQUIPMENTPENETRATION FOR REPLACEMENT WITH LIKE PENETRATION IN ROOF; CLEAN AND PREPROOF FOR INSTALLATION OF NEW LOOSE CELL CAPS. TYPICAL ALL LOCATIONS.

9 COMPLETELY REMOVE AND DISPOSE OF EXISTING METAL CURBS & ASSOCIATED CELLCAPS; DOCUMENT PENETRATION FOR REPLACEMENT OF METAL ROOF PANEL; CLEANAND PREP ROOF FOR INSTALLATION OF NEW ROOF PANEL PATCH. TYPICAL ALLLOCATIONS.

10 HATCHED AREA INDICATES: COMPLETELY REMOVE WALL / ROOF CAP AND REVISEASSOCIATE ROOF IN PREPARATION FOR ROOF GUTTER, REFER TO 5-A501.

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


DIVISION OF FACILITIES

MANAGEMENT,


3 1 0 0 S . N A T I O N A L A V E N U E , S U I T E 3 0 0S P R I N G F I E L D , M O 6 5 8 0 7PHONE: 417.890.5543 FAX: 417.890.5563MISSOURI CERTIFICATE OF AUTHORITY NO. A-2006007284

DEPARTMENT OF PUBLIC

SAFETY MISSOURI

NATIONAL GUARD

RENOVATE ROOF SYSTEM

& PAVING

READINESS CENTER BUILDING


AURORA, MO 65605

PROJECT #

SITE #

ASSET #

T1903-01

6273

8136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

ST A

T E O F M I S S O U RI

ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

DEMOLITION

ROOF PLAN


AD-101

AD-101JLJDJD

14. CONTRACTOR SHALL VERIFY AND MAINTAIN LOCATIONS OF ALL EXISTING OPERATIONALSYSTEMS, COMMUNICATIONS, ALARM, DATA, POWER WIRING, ETC. PROTECT FROMDAMAGE OR DISRUPTION OF SERVICE

15. ALL ROOF FASTENERS SHALL BE FULLY SEALED; ANY MISSING, RUSTING, OR DAMAGEDFASTENER SHALL BE REPLACED.

16. REMOVE ALL EXISTING SEALANT AT ALL TRANSITIONS BETWEEN PRE-FINIHSED METALGUTTERS AND PRE-FINISHED METAL LEADERS; TYPICAL ALL LOCATIONS.

11 GRID HATCH; ;INDICATES THE PRELIMINARY AREAS WHERE EXISTINGACOUSTICAL CEILING SHOWS WATER DAMAGE, DEFORMATION, OR DISCOLORATION;REMOVE ACOUSTICAL CEILING TILE, QUAINTLY AS REFERENCED IN UNIT PRICESPECIFICATION; COORDINATE REPLACEMENT LOCATION WITH ARCHITECT OR OWNERON-SITE REPRESENTATIVE.

2019.12.2

7 13:15:27

-06'00'

1 1

34 4 4 4 4 4 4 4

4 4 4 4 4 4 4 4 4 4 4 457

12 12

REFER TO DEMOLITION ROOF PLAN FORNOTES ON ROOF MOUNTED ELEMENTS


14

8

1 1 8 8 3

6 6 6 6 6 6

733339 9 9 9 9

9 9 9 9 912


1 18 8 89 9 9 9

9 9

105

12


DEMOLITION NORTH ELEVATION 1AD-201SCALE: 1/8" = 1'-0"

DEMOLITION EAST ELEVATION 2AD-201SCALE: 1/8" = 1'-0"

DEMOLITION SOUTH ELEVATION 3AD-201SCALE: 1/8" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD


& PAVING



AURORA, MO 65605

PROJECT #

SITE #

ASSET #

T1903-01

6273

8136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

DEMOLITION

EXTERIOR

ELEVATIONS


AD-201

AD-201JLJDJD

DEMOLITION ELEVATION KEYNOTES1 REMOVE ALL DEBRIS AND CLEAN ALL GUTTERS AND DOWNSPOUTS; TYPICAL ALL

LOCATIONS.

CLEAN ALL EXTERIOR MASONRY WALLS, REMOVE DEBRIS, RUST, MOLD, PAINT, ETC.,

REMOVE ALL EXISTING MASONRY WEEP VENT MATERIAL; CLEAN OUT WEEP; PREP FORREPLACEMENT MASONRY WEEP VENT

1.

2.

GENERAL ELEV. DEMOLITION NOTES

2 COMPLETELY REMOVE AND DISPOSE OF EXISTING DOWNSPOUT; DOCUMENT ANDRECORD; CLEAN AND PREP FOR INSTALLATION OF NEW DOWNSPOUT.

3 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR WALL PENETRATION; CLEAN AND PREP FOR INSTALLATION OF NEW.

4 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR WINDOW TO WALL CONNECTIONS; CLEAN AND PREP FOR INSTALLATION OFNEW; TYPICAL ALL LOCATIONS, REFER 4/A-501.

5 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT BETWEEN MASONRY ANDSOFFIT; REMOVE ANY LOOSE OR PEELING PAINT; CLEAN AND PREP FOR INSTALLATIONOF NEW.

6 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR GRILLE / LOUVER / FAN TO WALL CONNECTIONS; CLEAN AND PREP FORINSTALLATION OF NEW; TYPICAL ALL LOCATIONS.

7 REFER TO GENERAL NOTE 1; REGARDING THE CLEANING OF ALL EXTERIOR MASONRY.

8 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR DOOR TO WALL CONNECTIONS; CLEAN AND PREP FOR INSTALLATION OFNEW SEALANT AND BACKER ROD; REMOVE ANY LOOSE OR PEELING PAINT AT DOORAND FRAME; REMOVE AND RETAIN THRESHOLD; REMOVE SEALANT FROM THRESHOLDAND PREP FOR RE-INSTALLATION; TYPICAL ALL LOCATIONS.

9 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATMASONRY CONTROL JOINT; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALLLOCATIONS.

10 COMPLETELY REMOVE AND DISPOSE OF EXISTING OVERHEAD DOOR SEAL & JAMB ANDHEAD GASKETS; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALLLOCATIONS.

11 COMPLETELY REMOVE AND DISPOSE OF EXISTING REFRIGERANT LINE INSULATIONWRAP; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALL LOCATIONS.

12 REFER TO GENERAL NOTE 2; REGARDING THE ALL EXTERIOR MASONRY WEEPS.

13 COMPLETELY REMOVE AND DISPOSE OF EXISTING ANTENNA MAST / BRACKET /CONDUIT / WIRING; CLEAN AND PREP FOR REPAIR.

REMOVE ALL EXISTING SEALANT AT ALL TRANSITIONS BETWEEN PRE-FINISHED METALGUTTERS AND PRE-FINISHED METAL DOWNSPOUTS; TYPICAL ALL LOCATIONS.

3.

REMOVE ALL CRACKED, DETERIORATED, FALLING, OR PARTIALLY MISSING EXISTING BRICKMORTAR. CLEAN JOINT WHERE ANY MISSING MORTAR HAS OCCURRED; REFER TO UNITPRICE SPECIFICATION. TYPICAL ALL LOCATIONS.

4.

REMOVE ALL LOOSE BRICKS, GRIND AND OR HAMMER OUT, CLEAN OPENING, REMOVEAND PREP & INSTALL NEW BRICK.

5.

14 SALVAGE SPEAKER FOR REINSTALLATION; CAUTION INSURE ALARM WIRING HAS BEENTURNED OFF OR DISABLED DURING SALVAGE ACTIVITY. CLEAN AND PREP FORREINSTALLATION.

2019.12.2

7 13:15:59

-06'00'

2 2 2 21 134 4 4 4 4 4 4 4 4 4

6 6 6 6 6

9 9 9

9 9 9 9

111112 12

13


DEMOLITION WEST ELEVATION 1AD-202SCALE: 1/8" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD


& PAVING



AURORA, MO 65605

PROJECT #

SITE #

ASSET #

T1903-01

6273

8136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

DEMOLITION

EXTERIOR

ELEVATIONS


AD-202

AD-202JLJDJD

DEMOLITION ELEVATION KEYNOTES1 REMOVE ALL DEBRIS AND CLEAN ALL GUTTERS AND DOWNSPOUTS; TYPICAL ALL

LOCATIONS.

CLEAN ALL EXTERIOR MASONRY WALLS, REMOVE DEBRIS, RUST, MOLD, PAINT, ETC.,

REMOVE ALL EXISTING MASONRY WEEP VENT MATERIAL; CLEAN OUT WEEP; PREP FORREPLACEMENT MASONRY WEEP VENT

1.

2.

GENERAL ELEV. DEMOLITION NOTES

2 COMPLETELY REMOVE AND DISPOSE OF EXISTING DOWNSPOUT; DOCUMENT ANDRECORD; CLEAN AND PREP FOR INSTALLATION OF NEW DOWNSPOUT.

3 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR WALL PENETRATION; CLEAN AND PREP FOR INSTALLATION OF NEW.

4 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR WINDOW TO WALL CONNECTIONS; CLEAN AND PREP FOR INSTALLATION OFNEW; TYPICAL ALL LOCATIONS, REFER 4/A-501.

5 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT BETWEEN MASONRY ANDSOFFIT; REMOVE ANY LOOSE OR PEELING PAINT; CLEAN AND PREP FOR INSTALLATIONOF NEW.

6 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR GRILLE / LOUVER / FAN TO WALL CONNECTIONS; CLEAN AND PREP FORINSTALLATION OF NEW; TYPICAL ALL LOCATIONS.

7 REFER TO GENERAL NOTE 1; REGARDING THE CLEANING OF ALL EXTERIOR MASONRY.

8 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATEXTERIOR DOOR TO WALL CONNECTIONS; CLEAN AND PREP FOR INSTALLATION OFNEW SEALANT AND BACKER ROD; REMOVE ANY LOOSE OR PEELING PAINT AT DOORAND FRAME; REMOVE AND RETAIN THRESHOLD; REMOVE SEALANT FROM THRESHOLDAND PREP FOR RE-INSTALLATION; TYPICAL ALL LOCATIONS.

9 COMPLETELY REMOVE AND DISPOSE OF EXISTING SEALANT & BACKER ROD ATMASONRY CONTROL JOINT; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALLLOCATIONS.

10 COMPLETELY REMOVE AND DISPOSE OF EXISTING OVERHEAD DOOR SEAL & JAMB ANDHEAD GASKETS; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALLLOCATIONS.

11 COMPLETELY REMOVE AND DISPOSE OF EXISTING REFRIGERANT LINE INSULATIONWRAP; CLEAN AND PREP FOR INSTALLATION OF NEW; TYPICAL ALL LOCATIONS.

12 REFER TO GENERAL NOTE 2; REGARDING THE ALL EXTERIOR MASONRY WEEPS.

13 COMPLETELY REMOVE AND DISPOSE OF EXISTING ANTENNA MAST / BRACKET /CONDUIT / WIRING; CLEAN AND PREP FOR REPAIR.

REMOVE ALL EXISTING SEALANT AT ALL TRANSITIONS BETWEEN PRE-FINISHED METALGUTTERS AND PRE-FINISHED METAL DOWNSPOUTS; TYPICAL ALL LOCATIONS.

3.

REMOVE ALL CRACKED, DETERIORATED, FALLING, OR PARTIALLY MISSING EXISTING BRICKMORTAR. CLEAN JOINT WHERE ANY MISSING MORTAR HAS OCCURRED; REFER TO UNITPRICE SPECIFICATION. TYPICAL ALL LOCATIONS.

4.

REMOVE ALL LOOSE BRICKS, GRIND AND OR HAMMER OUT, CLEAN OPENING, REMOVEAND PREP & INSTALL NEW BRICK.

5.

14 SALVAGE SPEAKER FOR REINSTALLATION; CAUTION INSURE ALARM WIRING HAS BEENTURNED OFF OR DISABLED DURING SALVAGE ACTIVITY. CLEAN AND PREP FORREINSTALLATION.

2019.12.2

7 13:16:22

-06'00'

1 1

11

1

1

1

1

1

2

3

1

3

3 3

3

3

4

4

4

4

4

4

44

4

4

4

44

2

5 5 55

5

55

5

5

55

6

6

6 6

6

6

7

2

8

8

8

8

8

8

7

66

6

6 6

9

9 9

10

10 10 10 10

11

1111

11

11

11

1111

1 1/2:12 ±(EXISTING)

1 1/

2:12

±(E

XIST

ING)

1 1/

2:12

±(E

XIST

ING)

1 1/

2:12

±(E

XIST

ING)

1 1/2:12 ±(EXISTING)

5A-501

TYP.

12

12

12

12

4'-0

"±TY

P.

4'-0"±TYP.13

13

13

13

4'-0

"±TY

P.

4'-0"±TYP.13131313

4'-0

"±TY

P.

4'-0"±TYP. 13

13

ROOF PLAN 1A-101SCALE: 1/8" = 1'-0"

ROOF PLAN KEYNOTES1 PROVIDE AND INSTALL METAL ROOF SLEEVE FLASHING; SIZED TO MATCH EXISTING

FLUE; REFER TO DETAIL FOR BOOT INSTALLATION. TYPICAL ALL LOCATIONS. REFER TO1/A-501.

GENERAL ROOF PLAN NOTES

2 PROVIDE AND INSTALL METAL ROOF SLEEVE FLASHING; SIZED TO MATCH EXISTINGCONDUIT; REFER TO DETAIL FOR BOOT INSTALLATION. TYPICAL ALL LOCATIONS.SIMILAR TO 1/A-501.

3 PROVIDE AND INSTALL METAL ROOF SLEEVE FLASHING; SIZED TO MATCH EXISTINGPIPE; REFER TO DETAIL FOR BOOT INSTALLATION. TYPICAL ALL LOCATIONS. REFER TO1/A-501.

4 PROVIDE AND INSTALL GALVANIZED METAL CURB; CURB SHOULD BE PROVIDED WITHPREFORMED OR LOOSE CELL CAPS; SIZED TO MATCH EXISTING EQUIPMENT; PAINTEXISTING EQUIPMENT COVER; IF COVER CANNOT BE REPAIRED, REPLACE; REFER TOCURB DETAIL. TYPICAL ALL LOCATIONS. SIMILAR TO 2/A-501.

5 PROVIDE AND INSTALL PRE FINISHED ROOF CAP; COLOR TO MATCH EXISTING; PROFILETO MATCH EXISTING GUTTER OR EAVE TRIM. TYPICAL ALL LOCATIONS.

6 HATCHED AREA INDICATES LOCATION TO REPLACE ALL SEALANT & BACKER RODAT THROUGH WALL FLASHING; SECURE ALL FLASHING; SEAL FLASHING TO WALL / ROOF/ GUTTER OR EAVE / PARAPET CAP; SECURE ALL EXISTING FLASHING; REPLACE ANYFASTENERS WHERE FASTENER MISSING, LOOSE OR GASKET HAS BEEN COMPROMISED.TYPICAL ALL LOCATIONS.

7 PROVIDE AND INSTALL AN EXTRUDED SILICONE RUBBER BRIDGE PATCH MATERIAL ANDASSOCIATED FASTENERS FOR A COMPLETE AND WATER TIGHT INSTALLATION; BASIS OFDESIGN MATERIAL IS IMMERSEAL BY SEALEX INTERNATIONAL, INC.; COLOR DARKBRONZE OR BLACK. SUBSTITUTIONS INCLUDE SIKA SILBRIDGE-300, MBCI DEKSTRIP;TYPICAL ALL LOCATIONS. WIDTH AS REQUIRED.

8 PROVIDE AND INSTALL STANDING SEAM LOOSE CELL CAPS, FASTENERS, WATER STOPSEALANT TO MATCH EXISTING ROOF SEAM PROFILE; COLOR TO MATCH EXISTING ROOFOR GALVANIZED. TYPICAL ALL LOCATIONS. REFER TO 3/A-501.

9 PROVIDE AND INSTALL METAL PANEL PATCH; PROFILE TO MATCH EXISTING PANEL;PATCH PANEL SHALL EXTEND FROM NATURAL SEAM OF ROOF PANEL TO NATURALSEAM; PROVIDE CONTINUOUS EDGE AND PERIMETER SEALANT; COLOR TO MATCHEXISTING. REWORK INTERIOR EXISTING VINYL FACED INSULATION FOR CONTINUOUSCOVERAGE.

10 PROVIDE AND INSTALL PREFINISHED METAL GUTTER / LEADER/ DIVERTER; COLOR TOMATCH EXISTING; PROFILE TO MATCH EXISTING GUTTER; CONNECT TO EXISTING RAKETRIM WITH WATER TIGHT SEAL; PROVIDE AND INSTALL GUTTERS / LEADER/ DIVERTERSPER DETAIL 5/A-501; TYPICAL ALL LOCATIONS AT UPPER ROOF.

11 EXISTING METAL PANEL ROOF SYSTEM; CLEAN; REPLACE ANY LOOSE OR MISSINGFASTENERS, TYPICAL ALL LOCATIONS.

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD


& PAVING



AURORA, MO 65605

PROJECT #

SITE #

ASSET #

T1903-01

6273

8136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

ROOF PLAN


A-101

A-101JLJDJD

INSTALL SEALANT AT ALL TRANSITIONS BETWEEN PRE-FINISHED METAL GUTTERS ANDPRE-FINISHED METAL LEADERS; SEALANT COLOR TO MATCH EXISTING FINISH ONPRE-FINISHED METAL.

6.

ALL WIND LOAD DESIGN CRITERIA PER 2018 IBC

REFER TO CURRENT SMACNA ARCHITECTURAL MANUAL FOR TYPICAL PENETRATIONS ANDADDITIONAL REQUIREMENTS AND TYPICAL INSTALLATIONS.

1.

2.

ALL METAL ROOF FLASHING SHALL RECEIVE STAINLESS STEEL CLAMPS.3.

TYPICAL ALL ROOF FLASHING SHALL BE SET IN CONTINUOUS SEALANT, WITH COMPATIBLEFASTENERS, FREQUENCY PER WIND LOAD AND MANUFACTURES RECOMMENDATIONS.

4.

5. GRID HATCH; ;INDICATES THE PRELIMINARY AREAS FOR ACOUSTICAL CEILINGREPLACEMENT, QUAINTLY AS REFERENCED IN UNIT PRICE SPECIFICATION. COORDINATEFINAL CEILING TILE REPLACEMENT LOCATION WITH ARCHITECT OR OWNER ON-SITEREPRESENTATIVE.

12 GRID HATCH; ;INDICATES THE PRELIMINARY AREAS FOR REPLACEMENT WITHACOUSTICAL CEILING TILE; TILE COLOR, PATTERN, AND PROFILE TO MATCH ADJACENTTILE; SIMILAR TO FINE FISSURED; QUAINTLY AS REFERENCED IN UNIT PRICESPECIFICATION; COORDINATE REPLACEMENT LOCATION WITH ARCHITECT OR OWNERON-SITE REPRESENTATIVE.

13 REVISE GRADE; ; AS REQUIRED SUCH THAT ALL CONCRETE SPLASH BLOCK HASMIN 1:12 SLOPE AWAY FROM BUILDING; MAX GRADE SLOPE AWAY FROM SPLASHBLOCK SHALL BE 1:5; PROVIDE SOIL, SEED, ETC TO ESTABLISH GROUND COVER ASREQUIRED TO PREVENT SOIL EROSION. PROVIDE AND INSTALL CAST CONCRETE SPLASHBLOCK

2019.12.2

7 13:13:53

-06'00'

14 4 4 4 4 4 4 4

4 4 4 4 4 4 4 4 4 4 4 457

12 12

14 14 14 14 14

REFER TO ROOF PLAN FOR NOTES ON ROOF MOUNTED ELEMENTS


5A-501

TYP.

15 15 15

4A-501SYM. 77

75A-501

TYP.

22

8

8 8 3

6 6 6 6 6 6

733339 9 9 9 9

9 9 9 9 912

14 14 14 14


15 15

7

7

7

8 8 89 9 9 9

9 9

105

12


15 15

7 7 7 7

NORTH ELEVATION 1A-201SCALE: 1/8" = 1'-0"

EAST ELEVATION 2A-201SCALE: 1/8" = 1'-0"

SOUTH ELEVATION 3A-201SCALE: 1/8" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD


& PAVING



AURORA, MO 65605

PROJECT #

SITE #

ASSET #

T1903-01

6273

8136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

EXTERIOR

ELEVATIONS


A-201

A-201JLJDJD

ELEVATION KEYNOTES1 REINSTALL SPEAKER AS RETAINED; CAUTION INSURE ALARM WIRING HAS BEEN

TURNED OFF OR DISABLED DURING INSTALLATION; PROVIDE AND INSTALLCONTINUOUS SEALANT BETWEEN SPEAKER AND MASONRY.

REPLACE ALL EXISTING MASONRY WEEP VENT MATERIAL; WITH 90% OPEN WEAVEPOLYESTER MESH VENT MATERIAL; COLOR AS SELECTED FROM MANUFACTURES FULLRANGE OF COLORS; SIZE AS REQUIRED FOR OPENINGS; TYPICAL ALL WEEP LOCATIONS.

1.

GENERAL ELEVATION NOTES

2 PROVIDE AND INSTALL PRE FINISHED METAL DOWNSPOUT; INSTALL SEALANT BETWEENGUTTER AND DOWNSPOUT; COLOR AS SELECTED FROM MANUFACTURES STANDARDCOLORS;ANCHOR TO EXISTING MASONRY.

3 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR WALL PENETRATIONS;BACKER ROD TO BE SIZE PER MANUFACTURES INSTALLATION CHART OR MINIMUM 25TO 30% LARGER THAN DIAMETER OF JOINT WIDTH; COLOR AS SELECTED FROMMANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

4 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR WINDOW TO WALLCONNECTIONS; COLOR AS SELECTED FROM MANUFACTURES STANDARD COLORS;TYPICAL ALL LOCATIONS. REFER TO 4/A-501.

5 PROVIDE AND INSTALL SEALANT BETWEEN MASONRY AND SOFFIT; COLOR AS SELECTEDFROM MANUFACTURES STANDARD COLORS; PAINT SOFFIT CORNER TO CORNER; COLORTO MATCH EXISTING.

6 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR GRILLE / LOUVER / FANTO WALL CONNECTIONS; SEALANT COLOR AS SELECTED FROM MANUFACTURESSTANDARD COLORS; TYPICAL ALL LOCATIONS.

7 APPLY WEATHER SEAL PROTECTIVE TREATMENT TO ALL MASONRY. TREATMENT MUSTALLOW MASONRY WALL TO "BREATHE"

8 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR DOOR TO WALLCONNECTIONS; COLOR AS SELECTED FROM MANUFACTURES STANDARD COLORS;PRIME AND PAINT EXISTING DOOR CORNER TO CORNER; REINSTALL THRESHOLD INFULL BED OF SEALANT WITH NEW FASTENERS; TYPICAL ALL LOCATIONS.

9 PROVIDE AND INSTALL SEALANT & BACKER ROD AT MASONRY CONTROL JOINT; COLORAS SELECTED FROM MANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

10 PROVIDE AND INSTALL OVERHEAD DOOR SILL SEAL, JAMB SEAL, AND HEAD GASKETSWEEP; COLOR AS SELECTED FROM MANUFACTURES STANDARD COLORS; PAINTEXISTING STEEL LINTEL.

11 PROVIDE AND INSTALL REFRIGERANT LINE INSULATION WRAP; TYPICAL ALL LOCATIONS.

12 PROVIDE AND INSTALL MASONRY WEEP VENT MATERIAL; COLOR AS SELECTED FROMMANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

13 FILL ALL ANCHOR HOLE FROM REMOVED ANTENNA MAST BRACKET

14 REVISE GRADE AS REQUIRED SUCH THAT ALL CONCRETE SPLASH BLOCK HAS MIN 1:12SLOPE AWAY FROM BUILDING; MAX GRADE SLOPE AWAY FROM SPLASH BLOCK SHALLBE 1:5; PROVIDE SOIL, SEED, ETC TO ESTABLISH GROUND COVER AS REQUIRED TOPREVENT SOIL EROSION. TYPICAL ALL LOCATIONS.


2.

15 REFER TO GENERAL NOTE 2; REGARDING THE SEALANT BETWEEN GUTTER AND LEADERREPLACEMENT. TYPICAL ALL LOCATIONS.

BRUSH OR USE HIGH PRESSURE AIR AND PREP ALL AREAS WHERE BRICK MORTAR WASREMOVED. PROVIDE AND INSTALL NEW BRICK MORTAR; COLOR TO MATCH EXISTINGCOLOR; VERIFY COLOR WITH ARCHITECT; RE-POINT JOINT WITH COMPACT CONCAVESTRAIGHT LINES CENTERED BETWEEN BRICKS.

3.

REPOINT ALL REMOVED DETERIORATED, FALLING, OR PARTIALLY MISSING EXTERIORMASONRY. ELIMINATE ALL VOIDS, BRUSH OR USE HIGH PRESSURE AIR AND PREP ALLAREAS WHERE BRICK MORTAR WAS REMOVED. PROVIDE AND INSTALL NEW BRICKMORTAR; RE-POINT JOINT WITH COMPACT CONCAVE STRAIGHT LINES CENTERED BETWEENBRICKS. COMPACT MORTAR, AND REMOVE ANY EXCESS MORTAR OR DRY MORTARCRUMBS. COLOR TO MATCH EXISTING COLOR; VERIFY COLOR WITH ARCHITECT; REFER TOUNIT PRICE SPECIFICATION.

APPLY WEATHER SEAL PROTECTIVE TREATMENT TO ALL EXTERIOR MASONRY. TREATMENTMUST ALLOW MASONRY WALL TO "BREATHE"

4.

5.

REFER TO CURRENT SMACNA ARCHITECTURAL MANUAL FOR TYPICAL PENETRATIONS ANDADDITIONAL REQUIREMENTS.

6.

2019.12.27

13:14:17

-06'00'

2 2 2 234 4 4 4 4 4 4 4 4 4

6 6 6 6 6

9 9 9

9 9 9 9

111112 12

13

14 14 14 14


4A-501SYM.

7

77

15 15

WEST ELEVATION 1A-202SCALE: 1/8" = 1'-0"

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD


& PAVING



AURORA, MO 65605

PROJECT #

SITE #

ASSET #

T1903-01

6273

8136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

EXTERIOR

ELEVATIONS


A-202

A-202JLJDJD

ELEVATION KEYNOTES1 REINSTALL SPEAKER AS RETAINED; CAUTION INSURE ALARM WIRING HAS BEEN

TURNED OFF OR DISABLED DURING INSTALLATION; PROVIDE AND INSTALLCONTINUOUS SEALANT BETWEEN SPEAKER AND MASONRY.

REPLACE ALL EXISTING MASONRY WEEP VENT MATERIAL; WITH 90% OPEN WEAVEPOLYESTER MESH VENT MATERIAL; COLOR AS SELECTED FROM MANUFACTURES FULLRANGE OF COLORS; SIZE AS REQUIRED FOR OPENINGS; TYPICAL ALL WEEP LOCATIONS.

1.

GENERAL ELEVATION NOTES

2 PROVIDE AND INSTALL PRE FINISHED METAL DOWNSPOUT; INSTALL SEALANT BETWEENGUTTER AND DOWNSPOUT; COLOR AS SELECTED FROM MANUFACTURES STANDARDCOLORS;ANCHOR TO EXISTING MASONRY.

3 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR WALL PENETRATIONS;BACKER ROD TO BE SIZE PER MANUFACTURES INSTALLATION CHART OR MINIMUM 25TO 30% LARGER THAN DIAMETER OF JOINT WIDTH; COLOR AS SELECTED FROMMANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

4 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR WINDOW TO WALLCONNECTIONS; COLOR AS SELECTED FROM MANUFACTURES STANDARD COLORS;TYPICAL ALL LOCATIONS. REFER TO 4/A-501.

5 PROVIDE AND INSTALL SEALANT BETWEEN MASONRY AND SOFFIT; COLOR AS SELECTEDFROM MANUFACTURES STANDARD COLORS; PAINT SOFFIT CORNER TO CORNER; COLORTO MATCH EXISTING.

6 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR GRILLE / LOUVER / FANTO WALL CONNECTIONS; SEALANT COLOR AS SELECTED FROM MANUFACTURESSTANDARD COLORS; TYPICAL ALL LOCATIONS.

7 APPLY WEATHER SEAL PROTECTIVE TREATMENT TO ALL MASONRY. TREATMENT MUSTALLOW MASONRY WALL TO "BREATHE"

8 PROVIDE AND INSTALL SEALANT & BACKER ROD AT EXTERIOR DOOR TO WALLCONNECTIONS; COLOR AS SELECTED FROM MANUFACTURES STANDARD COLORS;PRIME AND PAINT EXISTING DOOR CORNER TO CORNER; REINSTALL THRESHOLD INFULL BED OF SEALANT WITH NEW FASTENERS; TYPICAL ALL LOCATIONS.

9 PROVIDE AND INSTALL SEALANT & BACKER ROD AT MASONRY CONTROL JOINT; COLORAS SELECTED FROM MANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

10 PROVIDE AND INSTALL OVERHEAD DOOR SILL SEAL, JAMB SEAL, AND HEAD GASKETSWEEP; COLOR AS SELECTED FROM MANUFACTURES STANDARD COLORS; PAINTEXISTING STEEL LINTEL.

11 PROVIDE AND INSTALL REFRIGERANT LINE INSULATION WRAP; TYPICAL ALL LOCATIONS.

12 PROVIDE AND INSTALL MASONRY WEEP VENT MATERIAL; COLOR AS SELECTED FROMMANUFACTURES STANDARD COLORS; TYPICAL ALL LOCATIONS.

13 FILL ALL ANCHOR HOLE FROM REMOVED ANTENNA MAST BRACKET

14 REVISE GRADE AS REQUIRED SUCH THAT ALL CONCRETE SPLASH BLOCK HAS MIN 1:12SLOPE AWAY FROM BUILDING; MAX GRADE SLOPE AWAY FROM SPLASH BLOCK SHALLBE 1:5; PROVIDE SOIL, SEED, ETC TO ESTABLISH GROUND COVER AS REQUIRED TOPREVENT SOIL EROSION. TYPICAL ALL LOCATIONS.


2.

15 REFER TO GENERAL NOTE 2; REGARDING THE SEALANT BETWEEN GUTTER AND LEADERREPLACEMENT. TYPICAL ALL LOCATIONS.

BRUSH OR USE HIGH PRESSURE AIR AND PREP ALL AREAS WHERE BRICK MORTAR WASREMOVED. PROVIDE AND INSTALL NEW BRICK MORTAR; COLOR TO MATCH EXISTINGCOLOR; VERIFY COLOR WITH ARCHITECT; RE-POINT JOINT WITH COMPACT CONCAVESTRAIGHT LINES CENTERED BETWEEN BRICKS.

3.

REPOINT ALL REMOVED DETERIORATED, FALLING, OR PARTIALLY MISSING EXTERIORMASONRY. ELIMINATE ALL VOIDS, BRUSH OR USE HIGH PRESSURE AIR AND PREP ALLAREAS WHERE BRICK MORTAR WAS REMOVED. PROVIDE AND INSTALL NEW BRICKMORTAR; RE-POINT JOINT WITH COMPACT CONCAVE STRAIGHT LINES CENTERED BETWEENBRICKS. COMPACT MORTAR, AND REMOVE ANY EXCESS MORTAR OR DRY MORTARCRUMBS. COLOR TO MATCH EXISTING COLOR; VERIFY COLOR WITH ARCHITECT; REFER TOUNIT PRICE SPECIFICATION.

APPLY WEATHER SEAL PROTECTIVE TREATMENT TO ALL EXTERIOR MASONRY. TREATMENTMUST ALLOW MASONRY WALL TO "BREATHE"

4.

5.

REFER TO CURRENT SMACNA ARCHITECTURAL MANUAL FOR TYPICAL PENETRATIONS ANDADDITIONAL REQUIREMENTS.

6.

2019.12.2

7 13:14:40

-06'00'

INSTALLATION PROCEDURES

SEE FLANGE NOTCH DETAIL

DETAIL "A"

(SEE NOTE D)

SEE NOTE A

SEE NOTE B

DEBURR ALL FIELDCUT EDGES AT PANEL

CORRUGATIONS

4 3/4"

FLANGE NOTCH DETAIL(TYPICAL)

ROOF CURBFLANGE EDGE

STANDING SEAMPANEL

VIEW-"A"

URETHANE CAULKGTS

STANDING SEAMPANEL

DETAIL "A"

10"

10"

2"min.

VIEW "A"

3"

UPSLOPE

DOWNSLOPE

(SEE NOTE E)

2 1/2"X3/16" TMTAPE MASTIC

CONTINUOUS

(SEE NOTES C AND E)

FILL PANEL END(SEE NOTES C AND E)

NOTES:A. CUT (DO NOT TEAR) TAPE MASTIC AT A 45° ANGLE AT CORNERS.

B. CUT (DO NOT TEAR) TAPE MASTIC AT PANEL CORRUGATIONS.

C. DO NOT USE STANDING SEAM SEALANT IN LIEU OF URETHANE CAULK.

D. EXISTING ROOF CURB SUB-FRAMING AND STRUCTURE TO REMAIN, EXCEPTDISASSEMBLE AND REASSEMBLE AS REQUIRED FOR NEW ROOF CURB.INSULATION OMITTED FOR CLARITY.

E. INDICATED SEALANT, MASTIC, RIB COVERS IF REQUIRED BY ROOF SYSTEM,AND FASTENERS ARE PRE-PACKAGED WITH THE ROOF CURBS.

F. AIR CONDITIONER DRAINS SHOULD BE FABRICATED FROM PLASTIC PIPE OFSUITABLE DIAMETER AND EXTENDED AT LEAST TO THE RAIN GUTTER, ANDPREFERABLY WELL PAST THE GUTTER. DRAIN WATER FROM AIRCONDITIONERS CONTAINS DISSOLVED COPPER FROM THE CONDENSATIONCOILS THAT CAN CAUSE RUSTING OF ALUMINUM COATED SHEET PANELS IN AVERY SHORT TIME.

G. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OROTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES AND ORBURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED ANDALUMINUM COATED FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUTSHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCEHOT METAL PARTICLES OR BURNED EDGES.

H. INSTALL SALVAGED MECHANICAL EQUIPMENT. CONNECT ANY EXISTINGMEP SYSTEMS

SAFETY PRECAUTION WORKERS SHOULDMAINTAIN A CONSTANT AWARENESS OFTHEIR LOCATION IN RELATION TO THEROOF EDGE AND ANY ROOF OPENINGS ATALL TIMES.

STANDING SEAM RIB COVER (LOCATE ATEACH PANEL CORRUGATION)(SEE NOTE E) FIELD NOTCH UPSLOPE AND DOWNSLOPE

FLANGES AT CORRUGATION LOCATIONS.DO NOT OVERSIZE NOTCHES. PROPER

NOTCHING OF FLANGES IS CRITICAL TOWEATHERTIGHTNESS.

1. REUSE OR INSTALL ROOF CURB SUB-FRAMING AT THE DESIRED LOCATIONFOR STRUCTURAL CURB SIZE.

2. THE STANDING SEAM ROOF IS TO BE INSTALLED AND SEAMED PRIOR TOTHE ROOF CURB INSTALLATION.

3. CUT THE OPENING FOR THE CURB IN THE ROOF PANELS. UNLESS NOTEDOTHERWISE, ROUGH OPENING CUT-OUT SIZE EQUALS OVERALL OUTER CURBLENGTH/WIDTH.

3A. INSTALL BACKER CHANNELS, IF NOT PRESENT, UNDER EDGE OF ROOFPANEL. (FIELD NOTCH AS REQUIRED BEFORE PLACING UNDER EDGE OF ROOFPANEL.)

4. MARK THE PANEL CORRUGATION LOCATIONS ON THE UPSLOPE ANDDOWNSLOPE CURB FLANGES AND NOTCH AS SHOWN ABOVE. (DO NOTOVERSIZE NOTCH.)

5. "DRY FIT" THE CURB OVER THE OPENING AND MARK THE OUTER FLANGELINE WITH A MARKER. REMOVE CURB.

6. APPLY THE TAPE MASTIC AS OUTLINED IN THE DETAILS.

7. PLACE THE CURB OVER THE OPENING AND ATTACH WITH #12X1 1/4 ROOFFASTENERS IN THE PRE-DRILLED FLANGE HOLES. DO NOT INSTALL 1 1/2"FASTENERS WITHIN RECOMMENDED OF PANEL CORRUGATIONS. DO NOTATTACH CURB TO SUB FRAMING.

8. CAULK THE PANEL SEAMS AS SHOWN IN DETAIL.

9. CAULK THE FLANGE AND INSIDE FACES OF THE STANDING SEAM RIBCOVER WITH (2) 1/4"Ø BEADS OF URETHANE CAULK WITH HOLES OF RIBCOVER LOCATED BETWEEN CAULKING BEADS. PLACE THE RIB COVERS OVERPANEL ENDS AND ATTACH WITH THE ROOF FASTENERS AS SHOWN IN THEDETAIL.

10. TOOL ALL EXPOSED CAULKING TO ALLOW FOR PROPER DRAINAGE.REMOVE ALL METAL SHAVINGS FROM CURB AREA.

DO NOT ATTACH CURB ORBACKER CHANNEL TO SIDECHANNELS OR PURLINS

BACKER CHANNELS: - FIELD NOTCHING OFBACKER CHANNELS AT CURB SIDE CHANNELSAND PURLINS MAY BE REQUIRED. DO NOTFASTEN OR ATTACH BACKER CHANNELS TOCURB SUB-FRAMING. - ALL BACKER PARTSARE TO 'FLOAT'.

12" M

IN.

URETHANE SEALANT

METAL PANELPROFILE TOMATCH EXISTING

EXTEND TONATURAL SEAMOF ROOF PANEL

(SEE NOTE H)

PRE-MANUFACTURED ALUMINUM CURBWITH MIN. 14 GAGE DEFLECTOR PLATE(CRICKET)

PIPE FLASHING

TRIM

PIPE

ALUMINUM BASE

PIPE

ALUMINIUMBASE

EXISTING PIPE PENITRATION

PIPE

ALUMINUM BASE

ROOF PANEL

SCREWDRIVER

TAPE MASTIC 3/4" TYP.

1. TRIM CUT OPENING TO 20% SMALLER THAN THEPIPE DIAMETER OR ALONG THE PIPE DIAMETERMARKINGS ON THE CONE. LEAVE 1/2" STRAIGHTCOLLAR AGAINST PIPE FOR MAXIMUM SEALING.

2. SLIDE SLIDE PIPE FLASHING OVER PIPE TO BEFLASHED. MAKE SURE AREA IS CLEANED FIRST ANDTHE PIPE HAS NO SHARP EDGES THAT WOULDDAMAGE THE FLEXIBLE MEMBRANE. WATER MAY BEUSED AS LUBRICANT IF NECESSARY.

3. SEAL APPLY TAPE MASTIC (3/4TM) TO THEUNDERSIDE OF THE ALUMINUM BASE.

4. FORM BEND ALUMINUM BASE TO CONTOURSOF THE ROOF PANEL. A LARGE SLOTSCREWDRIVER OR SIMILAR BLUNT TOOL MAY BEUSED TO PRESS THE BASE INTO TIGHT AREAS.

5. FASTEN SECURE THE PIPE FLASHING TO THE ROOF#14 ROOF FASTENERS. PANEL WITH SEEMANUFACTURES RECOMMENDATIONS FOR FASTENERLAYOUT, LOCATIONS AND QUANTITIES.

SAFETY PRECAUTION: USE OSHA APPROVED TIEOFFS, NETTING OR RAILING WHEN WORKING ONROOF AREAS.

CLAMP

FULLY BED PERIMETER OFALUMINUM BASE IN SEALANT

TO METAL ROOF

ALUMINUM + SILICONEMOLDED RUBBER PIPEFLASHING

CONTINUOUS SEALANT ALONGPERIMETER OF RUBBER PIPE

FLASHING.FULLY BED PERIMETER OF

ALUMINUM BASE IN SEALANTTO METAL ROOF

ROOF TRIM FASTENER(S),#14X1 SDRFM, SPACING AND

FREQUENCY PER FLASHINGSYSTEM MANUFACTURE

ROOF CURB 3"

FIELD NOTCH AS REQUIRED

MIN. 8 1/2"

GA-4

INSULATED STANDING SEAM (SR2) RIBCOVER (AT EACH PANEL CORRUGATION)

URETHANE CAULK (2) 1/4"Ø,CONTINUOUS BEADS (LOCATE ONE BEADON EACH SIDE OF HOLES IN RIB COVER)

ROOF FASTENER(S) (1) EACH SIDE OF RIBCOVER (INCLUDED IN CURB PACKAGE)

1/4 - 14 TEK 3 FASTENER w/ WASHER(INCLUDED IN CURB PACKAGE) (LOCATEIN PRE-DRILLED FLANGE HOLES) 3" O.C.TYP.

INSULATED ROOF PANEL HIGHRIB CUTBACK MIN 8 1/2" FROMINNER CURB WALL OR CUT EDGE

6" BACKER CHANNEL(INCLUDED IN CURB PACKAGE)

TAPE MASTIC 2 1/2" X 3/16" TM(CONTINUOUS) CUT (DO NOT TEAR) ATCORRUGATIONS

ROOF FASTENER(S) (9) PERRIB COVER BASE, TYP.

ROOF CURBSUB-FRAMING

STRUCTURALFASTENER(S) #12 X 1

1/4 6" O.C.

EXISTING BRICK MASONRY

REMOVE EXISTING LOOSE PAINTFROM STEEL LINTEL, PAINT STEELW/ RUST PREVENTING PRIMER ANDPAINT

HEAD WEEPS WERE NOT READILYOBSERVED AT ALL LOCATIONS, IFWEEP IS PRESENT, REMOVE OLDMATERIAL, CLEAN, AND REPLACEWEEP. TYPICAL

PROTECT EXISTING WINDOWSYSTEM

PROVIDE AND INSTALL SEALANT &BACKER ROD AT ALL EXTERIORWINDOW TO WALL CONNECTIONSAND BELOW STONE MASONRYWINDOW SILL; COLOR AS SELECTEDFROM MANUFACTURES STANDARDCOLORS; TYPICAL ALL LOCATIONS.

PROVIDE AND INSTALL SEALANT &BACKER ROD AT ALL HORIZONTALAND VERTICAL MASONRY CONTROLJOINT; COLOR AS SELECTED FROMMANUFACTURES STANDARDCOLORS; TYPICAL ALL LOCATIONS.

PROVIDE AND INSTALL SEALANT &BACKER ROD AT ALL EXTERIORWINDOW TO WALL CONNECTIONSAND BELOW WINDOW SILL; COLORAS SELECTED FROMMANUFACTURES STANDARDCOLORS; TYPICAL ALL LOCATIONS.

EXISTING STANDING SEAM ROOFGUTTER STRAP AT EVERY OTHER RIDGE, MIN.

PROVIDE / INSTALL NEW ANCHOR TO EXISTING BLOCKING/ PANEL CLOSURE CLIP;

EXTEND GUTTER FLASHING OVER EXISTING PRE-FINISHEDMETAL FLASHING TRIM, BACK UNDER ROOF PANEL MIN.

6"

EXISTING PRE-FINISHED METAL FLASHING TRIM

PROVIDE AND INSTALL PREFINISHED METAL GUTTER;COLOR TO MATCH EXISTING; PROFILE TO MATCH

EXISTING GUTTER; CONNECT TO EXISTING RAKE TRIMWITH WATER TIGHT SEAL.

REPLACE ALL SEALANT & BACKER ROD AT THROUGHWALL FLASHING; SECURE ALL FLASHING; SEAL FLASHING

TO WALL ; REPLACE ANY FASTENERS WHERE FASTENERMISSING, LOOSE OR GASKET HAS BEEN COMPROMISED.

TYPICAL ALL LOCATIONS.

PROVIDE AND INSTALL SEALANT AT CONNECTIONBETWEEN LEADER AND GUTTER; TYPICAL ALL LEADERS.

PROVIDE AND INSTALL PREFINISHED METAL LEADER;COLOR TO MATCH EXISTING; PROFILE TO MATCH

EXISTING GUTTER

PROVIDE AND INSTALL PRE-FINISHED METAL LEADERSTRAP AT MIN. TOP AND BOTTOM; COLOR TO MATCH

EXISTING

EXISTING WALL CONSTRUCTION

PROVIDE AND INSTALL PRE-FINISHED 54" LEADERDIVERTER (BOTH ENDS OPEN & 1" HOLES AT 4" O.C.) W/

STRAP AT MIN. 24" O.C.; COLOR TO MATCH EXISTING;ANCHOR TO STANDING SEAM W/ SEAM CLAMP.

6"

8"

3"

EXISTING ROOF CONSTRUCTION

4 1/

2"1"

5 1/4"

6" ±VIF.

ROOF CURB INSTALLATION DETAIL 2A-501SCALE: NTS

SHEET NUMBER:

SHEET TITLE:

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR



MANAGEMENT,




SAFETY MISSOURI

NATIONAL GUARD


& PAVING



AURORA, MO 65605

PROJECT #

SITE #

ASSET #

T1903-01

6273

8136273005

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


01/02/2020

ST A


ARCH I T ECT

JONATHANBLAKE DODD

NUMBERA-2004006188

DETAILS


A-501

A-501JLJDJD

ROOF SLEEVE FLASHING DETAIL 1A-501SCALE: NTS

STANDING SEAM RIB COVER DETAIL 3A-501SCALE: NTS

TYPICAL EXTERIOR WINDOW SEALANT DETAIL 4A-501SCALE: 1"=1'-0"

TYPICAL UPPER GUTTER DETAIL 5A-501SCALE: 1"=1'-0"

2019.12.2

7 13:15:02

-06'00'

renovate roof system & paving aurora readiness …...astm d698 with maximum loose lift of...

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