36C25518R0485-019.pdf

o n e e i g h t h i c e f o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a d e h a l f i n c h e s o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

GRADING DETAILS

C4.4

9A

INLET

2 GRATE INLETS

PRECAST CONCRETE

EOP: 531.21

INVERT: 529.10

SEE DETAIL C1 ON SHEET C3.6

26'

12" RCP @ 1.90%

PROPOSED GRADE

EXISTING GRADE

2A

INLET

EX MH

MSD# 19F2-048C

TOP: 531.22

E INVERT: 524.36

N INVERT: 524.10

W INVERT: 525.07

PR S INVERT: 524.60

8A

INLET

BASIN A BIORETENTION

OUTLET STRUCTURE

SILL: 531.50

PR N INVERT: 525.09

PR S INVERT: 525.09

SEE DETAIL C1 ON SHEET C3.6

WALL INVERT:

529.00

EAST BASIN STORM SEWER PROFILE

INLET 2A TO INLET 9A

7B

INLET

2 GRATE INLETS

PRECAST CONCRETE

EOP: 527.14

PR N INVERT: 525.00

SEE DETAIL C1 ON SHEET C3.6

PROPOSED GRADE

WALL INVERT:

524.95

MID PATIENT LOT STORM SEWER PROFILE

INLET 7B

6B

INLET

2 GRATE INLETS

PRECAST CONCRETE

EOP: 523.39

PR N INVERT: 520.95

SEE DETAIL C1 ON SHEET C3.6

PROPOSED GRADE

WALL INVERT:

520.90

PATIENT LOT CURB STORM SEWER PROFILE

INLET 6B

5B

INLET

2 GRATE INLETS

PRECAST CONCRETE

EOP: 519.96

PR N INVERT: 517.00

SEE DETAIL C1 ON SHEET C3.6

PROPOSED GRADE

MID STAFF LOT STORM SEWER PROFILE

INLET 5B

PROPOSED GRADE

STAFF LOT TO WINDSOR STORM SEWER PROFILE

INLET 3B TO INLET 4B

BASIN B BIORETENTION

OUTLET STRUCTURE

SILL: 515.00

PR E INVERT: 511.04

PR W INVERT: 511.04

SEE DETAIL C1 ON SHEET C3.6

3B

INLET

EX MH

MSD# 19F2-001D

TOP: 515.53

EX NE INVERT IN: 512.79

EX NE INVERT OUT: 510.20

PR SE INVERT IN: 510.20

MAINTENANCE LOT STORM SEWER PROFILE

INLET 2C TO INLET 15C

140'

18" RCP @ 0.60%

12'

12" RCP @ 3.75%

PROPOSED GRADE

7C

INLET

BASIN C1 BIORETENTION

OUTLET STRUCTURE

SILL: 514.00

PR SW INVERT: 507.96

PR E INVERT: 507.96

SEE DETAIL C1 ON SHEET C3.6

2C

INLET

EX MH

MSD# 19F2-476C

TOP: 513.68

12" E INVERT IN: 507.82

12" W INVERT OUT: 507.51

PR 12" N INVERT IN: 508.60

EXISTING GRADE

EXISTING GRADE

WALL INVERT:

516.95

4B

INLET

155'

12" RCP @ 1.20%

15C

INLET

BASIN C2 BIORETENTION

OUTLET STRUCTURE

SILL: 514.80

PR W INVERT: 509.80

SEE DETAIL C1 ON SHEET C3.6

WEST BASIN STAFF LOT STORM SEWER PROFILE

FES TO INLET 16C

50'

12" RCP @ 0.60%

16C

INLET

2 GRATE INLETS

PRECAST CONCRETE

EOP: 517.09

PR SW INVERT: 514.82

SEE DETAIL C1 ON SHEET C3.6

FES INVERT:

514.50

5'

12" RCP @ 1.00% 5'

12" RCP @ 1.00%

5'

12" RCP @ 1.00%

PROJECT NAME:

VA JOHN COCHRAN DIVISION - ST. LOUIS, MO

915 N GRAND BLVD

ST. LOUIS, MISSOURI 63106

OWNER NAME & ADDRESS:

VA JOHN COCHRAN DIVISION - ST. LOUIS, MO

915 N GRAND BLVD

ST. LOUIS, MISSOURI 63106

DESCRIPTION:

SOIL DISTURBING ACTIVITIES WILL INCLUDE: DEMOLITION, CLEARING AND GRUBBING, MASS GRADING, PARKING LOT CONSTRUCTION, AND FINE GRADING.

EROSION CONTROL MEASURES SHALL INCLUDE: INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE, INLET PROTECTION , TEMPORARY AND PERMANENT VEGETATION, AND BIOSWALES.

SITE AREA:

THE SITE IS APPROXIMATELY 3.15 ACRES.

THE SEQUENCE OF MAJOR ACTIVITIES SHALL BE AS FOLLOWS:

1. INSTALL STABILIZED CONSTRUCTION ENTRANCE.

2. CLEAR AND GRUB.

3. INSTALL INLET PROTECTION ON EXISTING CURB INLETS AND PERIMETER SILT FENCE.

4. MASS GRADE.

5. STABILIZE DENUDED AREA AND STOCKPILES WITH TEMPORARY SEEDING WITHIN 14 DAYS OF THE LAST

GRADING ACTIVITY IN THAT AREA.

6. BIOSWALES AND DRAINAGE OUTLETS.

7. INSTALL INLET PROTECTION ON NEW OUTLETS.

8. INSTALL ALL OTHER UNDERGROUND UTILITIES.

9. CONSTRUCT PAVEMENT.

10. COMPLETE FINE GRADING AND INSTALL PERMANENT SODDING AND PLANTINGS.

11. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND ALL VEGETATION IS ESTABLISHED, REMOVE ALL

EROSION CONTROL MEASURES, AND RESOD ANY AREAS DISTURBED BY THEIR REMOVAL.

NAME OF RECEIVING WATERS:

ALL STORM WATER DISCHARGE FROM THIS PROJECT IS DIRECTED TO THE METROPOLITAN ST. LOUIS

SEWER DISTRICT STORM SEWER SYSTEMS AND WESTERN MILL CREEK.

OFFSITE VEHICLE TRACKING:

A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. PAVED STREETS ADJACENT TO THE SITE SHALL BE CLEANED DAILY OR MORE FREQUENTLY AS NECESSARY. CLEANING SHALL INCLUDE SCRAPING SIGNIFICANT AMOUNTS OF SOIL AND POWER

SWEEPING AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE.

TIMING OF CONTROL MEASURES:

AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE STABILIZED CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE, AND SEDIMENT BASINS SHALL BE CONSTRUCTED AT THE COMMENCEMENT OF THE SEQUENCE OF GRADING OPERATIONS AS PRACTICAL. AREAS WHERE CONSTRUCTION ACTIVITY WILL TEMPORARILY CEASE FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING AND

MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE.

TEMPORARY SEEDING SHALL CONSIST OF RYE OR WHEAT APPLIED AT A RATE OF 120 POUNDS PER ACRE.

270 POUNDS OF NUTRIENTS OF 10-10-10 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, STRAW MULCH SHALL BE APPLIED AT A RATE OF 4000 POUNDS PER ACRE AND ANCHORED BY CRIMPING.

ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA SHALL BE STABILIZED WITH PERMANENT SODDING. PERMANENT SODDING SHALL BE IN ACCORDANCE WITH PART 8, SECTION F

OF THE STANDARD SPECIFICATIONS.

AFTER THE ENTIRE SITE IS STABILIZED, ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE DETENTION BASINS, AND THE BASIN FINE GRADED, THE LOW FLOW CHANNELS INSTALLED, AND THE BASIN

VEGETATED AS INDICATED.

THE CONTRACTOR SHALL INSPECT AND REMOVE ANY LOOSE MATERIAL THAT IS DEPOSITED IN THE FLOW LINES OF GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. TO ENSURE THAT THE NATURAL FLOW LINE OF WATER IS NOT OBSTRUCTED. AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE

STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS.

AT THE CONCLUSION OF EACH DAY, THE CONTRACTOR SHALL INSURE POSITIVE SITE DRAINAGE TO AN AREA PROTECTED BY EROSION CONTROLS. SITE DRAINAGE MAY BE ACHIEVED BY SHEET FLOW, STORM

SEWERS, DITCHING OR PUMPING.

CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS:

THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE METROPOLITAN ST. LOUIS SEWER DISTRICT (MSD) AND MDNR LAND DISTURBANCE PERMIT CODE REQUIREMENTS FOR STORM WATER

MANAGEMENT AND EROSION AND SEDIMENT CONTROL. TO ENSURE COMPLIANCE, THIS PLAN WAS

PREPARED IN ACCORDANCE WITH MSD AND THE REQUIREMENTS OF THE NPDES PERMIT PROGRAM.

MAINTENANCE/INSPECTION PROCEDURES:

THE GENERAL CONTRACTOR SHALL SELECT UP TO THREE INDIVIDUALS WHO SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT.

PERSONNEL SELECTED FOR INSPECTION RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT

CONTROLS USED ONSITE IN GOOD WORKING ORDER.

THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS:

ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. DURING PERIODS OF EXTENDED RAINFALL, ALL MEASURES SHALL BE INSPECTED DAILY.

ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24

HOURS OF REPORT.

BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCES AND STRAW BALE DIKES WHEN IT HAS REACHED ONE-THIRD THE

DESIGN HEIGHT OF THE FENCE OR BALE.

SEDIMENTATION BASINS SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT SHALL BE REMOVED WHEN IT

REACHES 50 PERCENT OF THE DESIGN DEPTH OF THE BASIN.

TEMPORARY AND PERMANENT SEEDING AND PLANTING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND UNHEALTHY

GROWTH.

A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION. ALL INSPECTION REPORTS SHALL BE KEPT IN THE CONSTRUCTION OFFICE ON-SITE. IF THE PROVIDED FORM IS INSUFFICIENT, ADDITIONAL FORMS SHALL BE USED AS NECESSARY UNTIL THE PROJECT IS COMPLETED. A REPORT SHALL BE COMPLETED FOR EACH OF THE REQUIRED INSPECTION INTERVALS.

NON-STORM WATER DISCHARGES

IT IS ANTICIPATED THAT SOME NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD.

ALL NON-STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASINS PRIOR TO DISCHARGE.

ANTICIPATED NON-STORM DISCHARGES EXPECTED INCLUDE, PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED), AND UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).

PRODUCT SPECIFIC PRACTICES

THE FOLLOWING PRODUCT SPECIFIC PRACTICES SHALL BE FOLLOWED ONSITE:

PETROLEUM PRODUCTS:

ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS, WHICH ARE CLEARLY LABELED.

ANY BITUMINOUS SUBSTANCES USED ONSITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

FERTILIZERS:

FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED.

THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID

SPILLS.

INSPECTION AND MAINTENANCE REPORT FORM

DEPTH OF

SILT AGAINST

DITCH CHECKS

WEATHER

CONDITIONS

IS SEDIMENT

TRACKED ON

TO ROAD

RAINFALL

LAST 24 HRS.

DEPTH OF

SILT ON

SILT FENCES

ACTION REQUIREDDEPTH OF SILT

AGAINST ROCK

DAM

CONDITION OF

BASIN SIDE

SLOPES

DATE / TIME INSPECTORS

NAME

I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. I HAVE READ AND UNDERSTAND ALL OF THE INFORMATION AND REQUIREMENTS STATED IN THE STORM WATER POLLUTION PREVENTION PLAN FOR THE ABOVE MENTIONED PROJECT. I HAVE PROVIDED ALL DOCUMENTATION REQUIRED TO BE IN COMPLIANCE WITH THE ILR10 AND STORM WATER POLLUTION

PREVENTION PLAN AND WILL PROVIDE TIMELY UPDATES TO THESE DOCUMENTS AS NECESSARY.

CONTRACTOR CERTIFICATION STATEMENT

PRINT NAME

TITLE

NAME OF FIRM

SIGNATURE

TELEPHONE

STREET ADDRESS

DATE CITY/STATE/ZIP

DATE OF

ACTIONCONTRACTOR'S NAME CONTRACTOR'S SIGNATURE

CONTRACTOR

C5.1

EROSION CONTROL NOTES

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

EROSION CONTROL LEGEND

NEW PERIMETER EROSION BARRIER, SEE DETAIL 1 ON C5.3

NEW STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL 2 ON C5.3

NEW SOD / LANDSCAPING - SEE LANDSCAPING PLANS

NEW BIOSWALE - SEE LANDSCAPING PLANS

NEW TEMPORARY CONCRETE WASHOUT SEDIMENT BASIN, SEE DETAIL 3 ON C5.3

BIOSWALE AREA

OVERDIG EDGE OF BIOSWALE IN ORDER TO KEEP SEDIMENTATON FROM ENTERING

STORM SEWER.

1. ALL EROSION CONTROL ITEMS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF

THE LOCAL GOVERNING BODIES.

2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED TO PREVENT STORM

WATER RUNOFF FROM THE SITE. THIS WORK SHALL BE INCLUDED IN THE COST OF THE

CONTRACT.

3. ALL TRUCKS MUST BE WASHED DOWN PRIOR TO LEAVING THE SITE.

4. CONTRACTOR SHALL ACCESS THE SITE FROM BELL AVE.

5. OVERDIG EDGE OF BIOSWALE IN ORDER TO KEEP SEDIMENTATON FROM ENTERING

STORM SEWER.

EROSION CONTROL PLAN NOTES

N

SCALE: 1" = 30'

C5.2

EROSION CONTROL

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

1 1 1 1

PLAN

BACKFILL TRENCH

TO SECURE FABRIC

WOOD OR METAL POST

FILTER FABRIC

6"

FLOW

6"

SCALE: NO SCALE

SILT FILTER FENCE AS A

PERIMETER EROSION BARRIER1

C4.3

SCALE:

STABILIZED CONSTRUCTION ENTRANCE

NO SCALE

C4.3

WIDTH = 15'

NEW 6" AGGREGATE ROAD (CA-6)EXISTING SUBGRADE

A

A

SECTION A-A

PLAN VIEW

EXISTING

GROUND

NEW 6" AGGREGATE ROAD (CA-6)

LENGTH = 24' MIN.

B B

CORRUGATED STEEL PANELS

LENGTH = 24' MIN.

NEW 6" AGGREGATE ROAD (CA-6)

EXISTING SUBGRADE

SECTION B-B

CORRUGATED STEEL PANELS

W

ID

TH

10' MIN.

VA

RI

ES

STAKE (TYP)

STRAW BALE (TYP)

10 MIL PLASTIC

LINING

SCALE:

CONCRETE WASHOUT SEDIMENT BASIN

NO SCALE

C4.3

A A

PLAN

4"

2"

8" Ø STEEL

WIRE

STAPLE DETAIL

SECTION A-A

BINDING WIRE

STRAW BALE

10 MIL PLASTIC LINING

LAPPED OVER BALES

WOOD OR METAL

STAKES (2 PER BALE)

NATIVE MATERIAL

(OPTIONAL)

STAPLES

(2 PER BALE)

NOTES:

1. THE GENERAL CONTRACTOR SHALL INSPECT THE WASHOUT AREA WEEKLY.

2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE

HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 INCHES.

3. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND

DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITIES TO A FUNCTIONAL

CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF.

4. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND

READY FOR USE ONCE THE WASHOUT IS 75% FULL.

C5.3

EROSION CONTROL DETAILS

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

PLANTING LEGEND LANDSCAPING NOTES

1. PROTECT ALL EXISTING TREES AND LANDSCAPING TO REMAIN

THROUGHOUT CONSTRUCTION.

2. LAYOUT ALL PLANTING BEDS FOR APPROVAL PRIOR TO

INSTALLATION.

3. PLANTS IN ROWS ARE TO BE UNIFORM SHAPE AND HEIGHT

4. ALL LANDSCAPE PLANTING AREAS TO RECEIVE WEED FIBER MAT

AND 3 INCHES OF MULCH. MULCH SHALL MATCH EXISTING TYPE

AND COLOR.

5. CONTRACTOR TO VERIFY ALL QUANTITIES PRIOR TO

INSTALLATION

6. SEED ALL DISTURBED AREAS

7. EDGING SHALL MATCH EXISTING.

8. IN GENERAL, ALL LANDSCAPING SHALL MATCH EXISTING SPECIES

AND MATERIAL TYPES.

9. ALL SHRUBS SHALL HAVE A MINIMUM HEIGHT OF 3-FEET TALL.

LANDSCAPING SUMMARY

1. CONTRACTOR IS ADVISED TO STUDY THE PLANS AND VISIT THE

SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS.

REPORT ANY DISCREPANCIES IMMEDIATELY TO OWNER'S

REPRESENTATIVE.

2. CONTRACTOR SHALL USE EXTREME CARE TO AVOID DAMAGE OR

DISRUPTIONS TO ANY EXISTING UTILITIES, WHETHER SHOWN ON

THE PLANS OR NOT. ALL UTILITY LOCATIONS SHOWN ARE

APPROXIMATE AND SHALL BE FIELD VERIFIED. CONTRACTOR

SHALL NOTIFY ALL UTILITIES AND UTILITY NOTIFICATION

SERVICES A MINIMUM 48 HOURS IN ADVANCE OF STARTING

WORK TO HAVE FACILITIES MARKED IN THE FIELD. CONTRACTOR

IS RESPONSIBLE FOR ALL UTILITY REPAIRS.

3. UTILITIES HAVE BEEN PLOTTED BASED ON AVAILABLE

INFORMATION. SPECIFIC LOCATION OF TREE PLANTING NEAR

UTILITIES WILL BE VERIFIED AND APPROVED BY OWNER'S

REPRESENTATIVE AFTER UTILITY LOCATIONS ARE MARKED IN

THE FIELD. KEY KNOWN AREAS OF UTILITY COORDINATION ARE

REFERENCED BACK TO THIS NOTE, BUT OTHERS MAY EXIST AND

SHOULD BE IDENTIFIED TO THE OWNER'S REPRESENTATIVE.

4. CONTRACTOR SHALL FULLY COORDINATE WORK WITH WORK

BEING PREFORMED BY OTHER CONTRACTORS.

5. ALL EDGES OF PLANTING BEDS SHALL BE STEEL EDGING UNLESS

OTHERWISE SPECIFIED.

6. LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL

PROPOSED PLANT MATERIAL FOR APPROVAL BY THE OWNER'S

REPRESENTATIVE PRIOR TO INSTALLATION

7. ALL PLANT MATERIAL SHALL BE WARRANTED FOR A PERIOD OF 12

MONTHS AFTER ACCEPTANCE BY OWNER

8. CONTRACTOR SHALL STAKE AND BRACE TREES IMMEDIATELY

FOLLOWING INSTALLATION ACCORDING TO PLANS, DETAILS, AND

SPECIFICATIONS.

N

SCALE: 1" = 30'

C6.1

LANDSCAPING PLAN

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

EXCAVATED SOILS SHALL NOT BE CONSIDERED OR USED OFF SITE AS CLEAN FILL; MUST BE DISPOSED IN ACCORDANCE WITH RSMo 260.200-345 AT A LICENSED SANITARY LANDFILL FOLLOWING COORDINATION AND APPROVAL BY OWNER. SEE APPLICABLE SECTIONS OF SPECIFICATION 02.83.33.13 FOR DETAILS.

SOILS SCHEDULED FOR EXCAVATION MAY CONTAIN LEAD ABOVE USGS BACKGROUND CONCENTRATIONS; CONTRACTORS PERFORMING SOIL EXCAVATION RESPONSIBLE FOR DEMONSTRATING COMPLIANCE WITH 29 CFR 1926.62. SEE APPLICABLE SECTIONS OF SPECIFICATION 02.83.33.13 FOR DETAILS.

TWO WAY DRIVE ISLE

TWO WAY DRIVE ISLETWO WAY DRIVE ISLE

TWO WAY DRIVE ISLE TWO WAY DRIVE ISLE

TWO WAY DRIVE ISLETWO WAY DRIVE ISLETW

O

W

AY

D

RI

VE

IS

LE

TWO WAY DRIVE ISLE

KEYED NOTES

PARKING LOT DRIVING LANE

PRIVATE SIDEWALK WALKING AREA

PUBLIC SIDEWALK WALKING AREA

N

SCALE: 1" = 30'

C7.1

CIRCULATION PLAN

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

EXISTING CONDITIONS

MSD EXISTING CONDITIONS

N

SCALE: 1" = 30'

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

C8.1

PROPOSED CONDITIONS

MSD PROPOSED CONDITIONS

N

SCALE: 1" = 30'

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

C8.2