03Drawings Civil_Part2.pdf

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JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

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B

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Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND

PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY

CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED

STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE

APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY COMPANY FOR THE FIELD LOCATION OF THEIR EXISTING

LINES IN OR NEARBY THE CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION.

3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE.

4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED

FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE

CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN

ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE

CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND

MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION,

PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY

COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED

WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

5. WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL WATER COMPANY

STANDARD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION.

6. ALL WATER MAIN SHALL HAVE A MINIMUM COVER OF 5 FEET.

7. MAINTAIN 18 INCHES VERTICAL SEPARATION (OUTER EDGE TO OUTER EDGE) BETWEEN WATER

MAIN AND SEWER.

8. NITRILE GASKETS SHALL BE USED WHERE WATER MAIN CROSSES BELOW STORM SEWER.

9. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE PIPE

MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING BACKFILL

MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL

MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH,

MATERIAL TYPE AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE

CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS,

VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE OR PER PLAN PRIOR TO

SEEDING/LANDSCAPING ACTIVITIES.

CONSTRUCTION SITE RUNOFF:

CONSTRUCTION SITE RUNOFF SHALL NOT FLOW INTO BMP AREAS. ALL STORMWATER FLOW TO BMP AREAS SHALL BE DIVERTED, PLUGGED OR DISCONNECTED UNTIL THE CONSTRUCTION SITE IS STABLE

AND THE MSD INSPECTOR PROVIDES APPROVAL TO PLACE THE BMP ON-LINE.

DETAIL DRAWINGS:

THE DETAIL DRAWINGS SHOWN HERE ARE ONLY FOR PRIVATE CONSTRUCTION THAT IS NOT UNDER MSD PERMITS. REFER TO MSD SPECIFICATIONS AND STANDARD DETAILS FOR PUBLIC SEWER CONSTRUCTION

OR PRIVATE CONSTRUCTION UNDER MSD PERMITS.

GREASE INTERCEPTOR:

GREASE INTERCEPTOR TO BE LOCATED IN AN ACCESSIBLE LOCATION FOR MSD INSPECTION. GREASE INTERCEPTOR TO PROVIDE MEANS FOR VISUAL INSPECTION FROM ABOVE FOR BOTH THE INFLUENT AND EFFLUENT MSD SAMPLING MANHOLE TO BE LOCATED ON A PRIVATE LATERAL IN AN ACCESSIBLE LOCATION FOR MSD SAMPLING. SAMPLING MANHOLE SHALL BE LOCATED DOWNSTREAM OF GREASE INTERCEPTOR AND ALL OTHER COMMERCIAL SANITARY LATERALS TO FACILITATE MSD SAMPLING.

GREASE INTERCEPTORS AND SAMPLING MANHOLES SHALL BE SHOWN ON THE PLANS AND NOT BE

LOCATED IN DRIVE-THRU LANES OR WITHIN PARKING SPACES.

INFILTRATION BED:

TO PREVENT CONSTRUCTION SEDIMENT FROM CLOGGING INFILTRATION BED, AT NO TIME MAY

CONSTRUCTION SEDIMENT ENTER THESE FACILITIES. ADDITIONALLY, THESE FACILITIES SHALL NOT BE CONSTRUCTED UNTIL ALL SURROUNDING AREA THAT DRAINS TO THEM IS FULLY STABLE/ESTABLISHED.

INFILTRATION TESTING NOTE:

THE IN-PLACE PERMEABILITY OF THE PLANTING SOIL SHALL BE 2.0 TO 3.5 FT/DAY, AND VERIFIED BY AND

INFILTRATION TEST PERFORMED PER THE MARYLAND STORMWATER MANUAL, APPENDIX D.1,

“INFILTRATION TESTING REQUIREMENTS (FIELD TESTING REQUIRED)”. A MINIMUM OF ONE

PERCOLATION TEST SHALL BE PERFORMED PER FACILITY. THE MSD FIELD INSPECTOR SHALL BE ALLOWED TO SELECT THE LOCATION OF PERCOLATION TESTS. THE MSD FIELD INSPECTOR SHALL BE PROVIDED A COPY OF ALL TEST RESULTS, SIGNED AND SEALED BY A MISSOURI PROFESSIONAL ENGINEER. TEST RESULTS SHALL REPORT IN UNITS OF FT/DAY. RESULTS SHALL DEMONSTRATE

ACCEPTABLE PERMEABILITY PRIOR TO CONSTRUCTION APPROVAL.

LIMITS OF DISTURBANCE:

THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND

MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHEREVER POSSIBLE.

PIPE JOINTS WITH ADAPTERS AND COUPLINGS:

NOTE – PIPE JOINTS WITH ADAPTERS AND COUPLINGS SHALL BE SUPPLIED AND INSTALLED WITH 316 STAINLESS STEEL NUT AND BOLT CLAMPS (T-BOLT) CONFIGURATION; AND WITH STAINLESS STEEL SHEAR BANDS, BEING A MINIMUM OF TWELVE (12) MILS (MSD STD. CONST. SPECS. PT. 2, SUBSECTION H-11). WORM DRIVE HOSE CLAMPS AND CONCRETE BACKFILLING (CAUSTICITY) WILL NO LONGER BE ALLOWED AT THOSE GRANULAR BACKFILL SHOULD BE USED. IF FLOWABLE FILL IS REQUIRED, THE

CONTRACTOR SHALL WRAP AND TAPE THE ADAPTERS AND COUPLINGS WITH A SIX (6) MIL

POLYETHYLENE SHEET.

REMOVE REPLACE OR REHAB:

THE REMOVAL AND REPLACEMENT, OR REHABILITATION OF THE EXISTING STRUCTURE WILL BE

DETERMINED BY THE MSD FIELD INSPECTOR. IF THE STRUCTURE IS DETERMINED TO REMAIN IN PLACE, THEN THE TOP SHALL BE ADJUSTED TO GRADE, IF NEEDED.

SANITARY LATERALS:

LATERALS TO BE 6-INCH PVC AND CONSTRUCTED AT 2.0% MINIMUM SLOPE.

SEDIMENTATION BASIN - TEMPORARY

DURING CONSTRUCTION; IF SITE RUNOFF FLOWS INTO A TEMPORARY SEDIMENT BASIN THAT WILL BE CONVERTED TO A PERMANENT BMP AREA, THEN AFTER THE TRIBUTARY AREA IS COMPLETELY STABLE THE SEDIMENT BASIN WILL NEED TO BE CLEANED OF ALL SILT, SEDIMENT, AND TRASH THAT HAS ACCUMULATED WITHIN IT. OVER EXCAVATE AS NEEDED TO ALLOW FULL DEPTH OF THE BMP SECTION.

BMP PLANTING, IF APPLICABLE, CAN BE INSTALLED ONLY AFTER THIS HAS BEEN DONE AND THE MSD

INSPECTOR PROVIDES APPROVAL TO PLACE THE PLANTINGS.

SHOP DRAWINGS:

THE PROJECT ENGINEER SHALL PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER LICENSED IN MISSOURI FOR APPROVAL TO MSD PRIOR TO CONSTRUCTION OF THESE

STRUCTURES. STRUCTURES SHALL BE DESIGNED TO SUSTAIN HS-20 LOADS. PLEASE CONTACT THE

DISTRICT’S CONSTRUCTION MANAGEMENT DIVISION AT (314) 335-2072 FOR QUESTIONS.

SHOP DRAWINGS FOR BMPS:

MSD SHOP DRAWING SUBMITTAL REQUIRED FOR BMP AND ITS COMPONENTS PRIOR TO

CONSTRUCTION. MSD CONTACT: PLEASE CONTACT THE DISTRICT’S CONSTRUCTION MANAGEMENT

DIVISION AT (314) 335-2072 FOR QUESTIONS.

SPLITTER MANHOLE:

CONTRACTOR MUST VERIFY THE DIMENSIONS BETWEEN THE DIVERSION PIPE AND THE OVERFLOW PIPE PRIOR TO BACKFILL OF THE STRUCTURE AND NOTIFY THE DESIGN ENGINEER IMMEDIATELY OF ANY DISCREPANCY WITH THE DIMENSIONS ON THE APPROVED PLANS. STRUCTURES BUILT INCORRECTLY

WILL REQUIRE REMOVAL AND REPLACEMENT.

BACKFLOW PREVENTION:

BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT PLUMBING CODE.

STANDARD CONSTRUCTION:

ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO BE DEDICATED TO MSD, OR TO BE PRIVATE UNDER MSD INSPECTION, SHALL CONFORM TO THE METROPOLITAN ST. LOUIS SEWER DISTRICT, STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009.

THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN, AND SHALL INCLUDE ALL SUBSEQUENT

CHANGES MADE THERETO.

SOME RECENT CHANGES CONCERN PLASTIC PIPE MATERIALS AND PIPE FIELD TESTING AND

PERFORMANCE, AND INCLUDE THE FOLLOWING:

PART 2 – MATERIALS OF CONSTRUCTION

HIGH DENSITY POLYETHYLENE (HDPE) PIPE IS NOT ALLOWED FOR GRAVITY SEWERS FOR STORM, COMBINED, OR SANITARY SEWERS THAT ARE “PUBLIC” OR “PRIVATE UNDER MSD INSPECTION”.

POLYPROPYLENE (PP) PIPE IS ALLOWED AS FOLLOWS FOR GRAVITY SEWERS THAT ARE “PUBLIC” OR

“PRIVATE UNDER MSD INSPECTION:

1. FOR USE IN SANITARY AND COMBINED SEWERS 12 TO 60 INCHES IN DIAMETER IT SHALL CONFORM

TO THE REQUIREMENTS OF ASTM F2764 “STANDARD SPECIFICATION FOR 6 TO 60 IN.

POLYPROPYLENE (PP) CORRUGATED DOUBLE AND TRIPLE WALL PIPE AND FITTINGS FOR NON-

PRESSURE SANITARY SEWER APPLICATIONS.”

2. FOR USE IN STORM SEWERS 12 TO 24 INCHES IN DIAMETER IT SHALL CONFORM TO THE

REQUIREMENTS OF ASTM F2881 “STANDARD SPECIFICATION FOR 12 TO 60 IN. POLYPROPYLENE (PP)

DUAL WALL PIPE AND FITTINGS FOR NON-PRESSURE STORM SEWER APPLICATIONS;” OR

3. FOR USE IN STORM SEWERS 12 TO 60 INCHES IN DIAMETER IT SHALL CONFORM TO THE

REQUIREMENTS OF ASTM F2764 “STANDARD SPECIFICATION FOR 6 TO 60 IN. POLYPROPYLENE

CORRUGATED DOUBLE AND TRIPLE WALL PIPE AND FITTINGS FOR NON- PRESSURE SANITARY

SEWER APPLICATIONS.”

PART 4 – PIPE SEWER CONSTRUCTION

SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING – DELETE THE FIRST SENTENCE

AND THE FOLLOWING REPLACEMENT APPLIES:

ALL SANITARY AND COMBINED SEWERS SHALL SUSTAIN A MAXIMUM LEAKAGE LIMIT OF 100

GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS. SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING, SUBPARAGRAPH C, INFILTRATION/EXFILTRATION TESTING – DELETE THE SIXTH SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING REPLACEMENT APPLIES:

THE MEASUREMENT OF LEAKAGE SHALL NOT EXCEED 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS.

SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH A, VACUUM TESTING

– AFTER THE FIRST SENTENCE, THE FOLLOWING ADDITION APPLIES:

THE VACUUM TEST MUST BE PERFORMED PRIOR TO BACKFILLING AROUND THE MANHOLE UNLESS THE

CONTRACTOR PROVIDES DOCUMENTATION FROM THE PRECAST MANHOLE MANUFACTURER STATING

THAT THE MANHOLE MAY BE VACUUM TESTED AFTER BACKFILLING HAS TAKEN PLACE. THE

CONTRACTOR MUST SUBMIT THIS DOCUMENTATION PRIOR TO BACKFILLING AROUND ANY MANHOLE.

SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH B, EXFILTRATION TESTING – DELETE THE SECOND SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING

ADDITION APPLIES:

FOR EXFILTRATION TESTING, THE ALLOWABLE LEAKAGE LIMIT IS 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY WHEN THE AVERAGE HEAD ON THE TEST SECTION IS THREE FEET (3’) OR

LESS.

IF REINFORCED CONCRETE PIPE IS USED FOR SANITARY OR COMBINED SEWERS LARGER THAN 27”, ALL PIPE AND JOINTS SHALL CONFORM TO ASTM C 361. IN ADDITION, IF THE DIAMETER IS LARGER THAN 48”, THE JOINT TYPE MUST INCLUDE A GASKET THAT IS CONFINED IN A GROOVE IN THE SPIGOT OF THE

PIPE.

MSD PLAN NOTES

UTILITY NOTES

UTILITY PLAN

23-CU-101

BWH

CEM

BID DOCUMENTS

01/22/2021

657-19-128JB

13 96

UTILITY PLAN

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Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE

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/2

8:

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AM 23

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

SANITARY SEWER PROFILE

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 2'

STORM SEWER PROFILE

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 2'

UTILITY PROFILES

23-CU-102

BWH

CEM

BID DOCUMENTS

01/22/2021

657-19-128JB

14 96

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Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE

/2

8:

:5

AM 23

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

CHILLED WATER PROFILE - FOR REFERENCE ONLY

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 2'

UTILITY PROFILES

23-CU-103

BWH

CEM

BID DOCUMENTS

01/22/2021

657-19-128JB

15 96

SANITARY LATERAL PROFILE

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 2'

FU

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Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE

A A

B B

PROFILE VIEW OF EXISTING POND - SOUTH TO NORTH

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 2'

PROFILE VIEW OF EXISTING POND - WEST TO EAST

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 2'

PLANT LIST

PERENNIALS/GRASSES/SEDGES AND FORBS

*CA 25 CAREX ALBICANS 2.25"X3.75" 1.5' O.C. PLUG SPECIMEN QUALITY

*CO 16 CHELONE OBLIQUA ROSE

TURTLEHEAD 2.25"x3.75" 2.0' O.C. PLUG SPECIMEN QUALITY

*LS 25 LOBELIA SIPHILITICA BLUE

LOBELIA 2.25"x3.75" 1.5' O.C. PLUG SPECIMEN QUALITY

*RF 25 RUDBECKIA FULGIDA

ORANGE CONEFLOWER 2.25"x3.75" 1.5' O.C. PLUG SPECIMEN QUALITY

1/

/2

8:

:3

AM 23

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

SITE DISTURBANCE PLAN

23-CU-104

BWH

CEM

657-19-128JB

SITE DISTURBANCE

SCALE: 1" = 10'

ADDITIONAL AREA FOR

PLANTING. PLANTS

SHALL BE SPACED

EQUALLY IN DISTANCES

SHOWN.

EXISTING PLANTINGS

SHALL NOT BE DISTURBED.

IF PLANTINGS ARE DISTURBED

CONTRACTOR WILL BE

RESPONSIBLE FOR

REPLACEMENT

2 BIO-RETENSION PLANTING AREA

N.T.S.23-CU-104

SEGMENTAL BLOCK

LANDSCAPE WALL

01/22/2021 16 96

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SECTION A-A SECTION B-B BID DOCUMENTS

1' SEGMENTAL BLOCK

LANDSCAPE WALL

1 BIO-RETENTION AREA #11

N.T.S.23-CU-104

MULCH AND

PLANTINGS

VA

R

IE

S

6" 6"

8"

6" PERFORATED PVC PIPE

WRAPPED IN NYLON FILTER SOCK

(SCHEDULE 40 PVC OR SDR35)

8" DIA HOLES SPACD ON 1 FOOT CENTER

PLACED ON TWO SIDES OF THE PIPE,

HOLES FACING DOWN

3/4" CLEAN GRAVEL

ASSHTO M-43 NO. 6 OR 67

ASTM C-33 "CONCRETE"

NATURAL SAND

3/8" CLEAN PEA GRAVEL

AASHTO M-43 NO. 8

PERMEABLE SOIL

SAND 60%

SILT 20-30%

CLAY LESS THAN 10%

REQUIRED INFILTRATION

RATE - MIN. 2FT./DAY

MSD #4 FABRIC W/6"

OVERLAP ON EACH END

OF GRAVEL BED.

MSD TYPE 4 FABRIC

EXISTING

SURFACE

EXPAND BIORETENTION

SEE PLAN

EXPAND BIORETENTION

SEE PLAN

EXISTING AS APPROVED UNDER

PROJECT #18MSD-00328

Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE