36C25520R0066-0001001.pdf

PDF Posted Apr 20, 2020

Attached to: 5410--Lease of Modular Building 25T 657-17-181BJB, at Jefferson Barracks, St. Louis, MO (VA-20-00036196)
Solicitation number: 36C25520R0066
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the lease of a modular building to temporarily house personnel and operations during construction at the St. Louis VA Medical Center, Jefferson Barracks Division campus. The VA seeks a 9,150 square foot modular unit trailer with a 164 by 56 foot layout to be installed behind Building 25. Underground utilities have been installed at the site, which has a compacted rock base. The typical building must comply with ADA, IBC, NFPA and NEC codes. The lease term is a minimum of one base year with four option years.

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36C25520R0066 0001 657-17-181AJB - BID DOCUMENTS - PART 1.pdf

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File	Type	Posted
36C25520R0066-0004000.docx	DOCX document	May 4, 2020
36C25520R0066-0003002.pdf	PDF	May 1, 2020
36C25520R0066-0003000.docx	DOCX document	May 1, 2020
36C25520R0066-0003001.pdf	PDF	May 1, 2020
36C25520R0066-0002000.docx	DOCX document	Apr 29, 2020
36C25520R0066-0001003.pdf	PDF	Apr 20, 2020
36C25520R0066-0001000.docx	DOCX document	Apr 20, 2020
36C25520R0066-0001002.pdf	PDF	Apr 20, 2020
36C25520R0066-020.pdf	PDF	Apr 8, 2020
36C25520R0066-016.docx	DOCX document	Apr 8, 2020
36C25520R0066-017.docx	DOCX document	Apr 8, 2020
36C25520R0066-015.docx	DOCX document	Apr 8, 2020
36C25520R0066-018.pdf	PDF	Apr 8, 2020
36C25520R0066-021.pdf	PDF	Apr 8, 2020
36C25520R0066-019.pdf	PDF	Apr 8, 2020

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1CC

56G

3T 183

1CC

321G

1CC

5 4

60G

51T 60T

52SG

52G

53G 53T

1CC

104T

102T

101T

1CC 55G

25T-GI-001

COVER SHEET

TL SB

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTHCARE SYSTEM

VA PROJECT NUMBER: 657-17-181AJB

SHEET LIST

SHEET NUMBER SHEET NAME

25T-CC-001 CIVIL COVER SHEET

25T-CS-101 CIVIL SITE PLAN

25T-EG-001 ELECTRICAL SYMBOLS & ABBREVIATIONS

25T-EG-002 ELECTRICAL SYMBOLS & ABBREVIATIONS

25T-EG-501 ELECTRICAL DETAILS

25T-EG-601 ONE-LINE DIAGRAMS & PHASE DIAGRAMS

##-XX-###

DISCIPLINE DESIGNATORS EXAMPLES

GI = GENERAL INFORMATION

GC = GENERAL CONTRACT

CS = CIVIL SITE

AD = ARCHITECTURAL DEMOLITION

AS = ARCHITECTURAL SITE

AE = ARCHITECTURAL ELEMENTS

FLOOR PLANS, ELEVATIONS, DETAILS

AI = ARCHITECTURAL INTERIORS

AG = ARCHITECTURAL GRAPHICS

AF = ARCHITECTURAL FINISHES

AC = ARCHITECTURAL CEILING PLAN

AW = ARCHITECTURAL WAYFINDING

AP = ARCHITECTURAL SPACE PLANNING

FLOOR PLANS & SCHEDULES

AL = ARCHITECTURAL LIFE SAFETY

DRAWINGS

SG = STRUCTURAL GENERAL

SF = STRUCTURAL FRAMING

MG = MECHANICAL GENERAL

MP = MECHANICAL PIPING

MH = MECHANICAL HVAC

PG = PLUMBING MEDICAL GAS

PL = PLUMBING FIXTURES

EG = ELECTRICAL GENERAL

EL = ELECTRICAL LIGHTING

DRAWING INDEX LEGEND

SHEET TYPE DESIGNATORS

0 = GENERAL

1 = PLANS

2 = ELEVATIONS

3 = SECTIONS

4 = LARGE-SCALE VIEWS

5 = DETAILS

6 = SCHEDULES & DIAGRAMS

7 = USER DEFINED

8 = USER DEFINED

9 = 3D REPRESENTATIONS

BUILDING NUMBER

FLOOR NUMBER ON PLAN SHEETS

SHEET NUMBER

OVERALL CAMPUS SITE PLAN, BUILDING NUMBER, AND PROJECT LOCATOR

JEFFERSON BARRACKS

Plan North

True North

MODULAR SITE PREP -

MODIFICATION P00001

PROJECT

LOCATION

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

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

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

25T-CU-101 CIVIL UTILITY PLAN

25T-CS-401 ENLARGED PLANS

25T-CU-501 CIVIL DETAILS

25T-EP-101 ELECTRICAL POWER PLAN

25T-CD-101 CIVIL DEMO PLAN

25T-CG-101 GRADING AND FIRE MAIN PLAN

25T-GI-001 COVER SHEET

25T-S-101 STRUCTURAL EQUIPMENT PAD DETAIL

01 15

25T-CS-501 SITE DETAILS

GENERAL

1. ALL QUANTITIES ARE CONSIDERED APPROXIMATE AND ARE FOR ESTIMATING PURPOSES ONLY.

2. THE CONTRACTOR SHALL INCLUDE ALL MATERIALS, TOOLS, EQUIPMENT, LABOR AND

APPURTENANT ITEMS TO COMPLETE THE WORK WITHIN THE BID PRICE.

3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE PRIOR TO BIDDING AND

CONSTRUCTION.

4. LEGAL LOAD LIMIT REQUIREMENTS SHALL BE ENFORCED ON ALL STATE HIGHWAYS, CITY STREETS

AND COUNTY ROADS.

1. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITH A 48-HOUR ADVANCED NOTICE AND

DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING

WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND PROPERLY REPAIRING ANY

DAMAGED UTILITIES.

2. UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE BASED ON RECORDS OF

VETERANS AFFAIRS AND FIELD VERIFICATION BY THE MAINTENANCE CREWS. FIELD

VERIFICATION OF BURIED GAS, ELECTRIC, TELEPHONE, WATER, SEWER AND CABLE TV LINES

ARE BY ELECTRONIC OR MAGNETIC DETECTION METHODS. ALL UTILITY LOCATIONS ARE

SUBJECT TO THE ACCURACY OF THE LOCATION METHOD AND ARE SUBJECT TO RELOCATION

FROM THE TIME THAT THE DRAWINGS WERE PREPARED. NO EXCAVATION WAS PERFORMED.

3. THE CONTRACTOR MUST NOTIFY THE COR OF ALL UTILITIES ENCOUNTERED DURING

CONSTRUCTION AND MUST NOT BACKFILL UNTIL THE CONTRACTOR HAS MADE RECORD OF ITS

TYPE, SIZE AND LOCATION.

4. CONTRACTOR MUST CONTACT THE ENGINEERING DIVISION OF VETERANS AFFAIRS FOR ANY

NEEDED LOCATES.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, ADJUST AND RE-LOCATE ANY UTILITIES

INTERFERING WITH THE SPECIFIED CROSS-SECTIONS AND DEPTHS AS DESIGNED IN THE SITE

PLAN AND GRADING PLANS.

1. CONTRACTOR MUST RESPECT ALL CONSTRUCTION PERMIT BOUNDARIES AS SHOWN. ALL

WORK MUST BE DONE WITHIN THESE BOUNDARIES. ANY WORK OR STORAGE OF MATERIALS

OUTSIDE OF THE CONSTRUCTION LIMITS MAY BE DONE ONLY AFTER RECEIVING PERMISSION

FROM THE COR. THIS PERMISSION MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO

COMMENCING WORK OUTSIDE OF THE ESTABLISHED BOUNDARIES. CONTRACTOR IS FULLY

LIABLE FOR THE COST OF ANY DAMAGES TO THE PROPERTY, AS WELL AS ANY COSTS TO

REMEDY SUCH CIRCUMSTANCES WITH THE COR.

1. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGNING AND CONSTRUCTING STABLE

TEMPORARY EXCAVATIONS AND SHOULD SHORE, SLOPE OR BENCH THE SIDES OF THE

EXCAVATIONS AS REQUIRED TO MAINTAIN STABILITY OF BOTH THE EXCAVATION SIDES AND BOTTOM.

ALL EXCAVATIONS MUST COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS, INCLUDING THE CURRENT OSHA EXCAVATION AND TRENCH SAFETY STANDARDS. CONSTRUCTION

SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WHO MUST ALSO BE SOLELY

RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCING OF CONSTRUCTION OPERATIONS.

UNDER NO CIRCUMSTANCES SHOULD THE INFORMATION PROVIDED BE INTERPRETED TO MEAN

THAT THE COR IS ASSUMING RESPONSIBILITY FOR CONSTRUCTION SAFETY OF THE CONTRACTOR'S

ACTIVITIES. SUCH RESPONSIBILITY IS NOT BEING IMPLIED AND WILL NOT BE INFERRED.

2. IN NO CASE SHOULD SLOPE HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING UTILITY TRENCH EXCAVATION DEPTH, EXCEED THOSE SPECIFIED IN LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. SPECIFICALLY, THE CURRENT OSHA HEALTH AND SAFETY STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926 MUST BE FOLLOWED. IT IS THE COR's UNDERSTANDING THAT THESE REGULATIONS ARE BEING STRICTLY ENFORCED AND IF THEY ARE NOT CLOSELY FOLLOWED, THE CONTRACTOR COULD BE LIABLE FOR SUBSTANTIAL PENALTIES.

3. CONTRACTOR MUST CLEARLY MARK AND/OR FENCE ALL OBSTRUCTIONS, EXCAVATIONS AND

CONSTRUCTION MATERIALS AND EQUIPMENT. THE PROJECT SUPERINTENDENT (OR A DESIGNATED REPRESENTATIVE) MUST MONITOR THE PROJECT FOR SAFETY CONCERNS AND POTENTIAL HAZARDS

AT ALL TIMES.

SAFETY

PERMITS

1. CONTRACTOR MUST OBTAIN STORMWATER PERMIT FROM MO DEPT. OF NATURAL RESOURCES

PRIOR TO CONSTRUCTION, IF REQUIRED.

2. CONTRACTOR MUST OBTAIN CONSTRUCTION DISCHARGE PERMIT FROM MO DEPT. OF NATURAL

RESOURCES, IF REQUIRED.

3. IF ABOVE PERMITS ARE REQUIRED, WORK CANNOT COMMENCE UNTIL PERMITS ARE OBTAINED.

4. CONTRACTOR MUST IMPLEMENT SWPPP PRIOR TO CONSTRUCTION. COSTS ASSOCIATED WITH

IMPLEMENTATION OF SWPPP WILL BE SUBSIDIARY.

1. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION, SHUTDOWNS, DETOURS AND ANY

OTHER OBSTRUCTION OF NORMAL USE OF ROADWAYS AND PARKING LOTS NEAR THE

CONSTRUCTION LIMITS WITH THE COR NO LESS THAN 24 HOURS PRIOR TO BEGINNING.

1. SUBGRADE PLACEMENT MUST BE PROOF ROLLED AFTER BEING COMPACTED TO SPECIFIED

DENSITIES. PROOF ROLLING MUST BE APPROVED BY THE COR PRIOR TO PLACEMENT OF

ANY PAVEMENT.

EXISTING UTILITIES

SCHEDULING / ACCESS

GRADING / LIMIT OF DISTURBANCE

N or th

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

SCALE: NO SCALE

VICINITY MAP

SCALE: 1" = 40'

0 20' 40' 80' 120' 160'10'

SITE PLAN

PROPOSED MODULAR

BUILDING LOCATION

N or th

CONSTRUCTION LIMITS

25T-CC-001

CIVIL COVER SHEET

RAG MLH

1. WORK SITE AND EXCAVATIONS GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING

TEMPORARY ENVIRONMENTAL CONTROLS AROUND EXCAVATED AREAS AND SOIL STOCK

PILES TO ENSURE THAT RUNOFF IS CONTROLLED.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY TREES AND/OR

LANDSCAPE VEGETATION IN THE BUILDING SITE AND AT ACCESS POINTS.

3. THE GENERAL CONTRACTOR MUST SALVAGE/STOCK PILE EXISTING TOP SOIL REMOVED AS

PART OF THIS PROJECT.

4. ALL DISTURBED AREAS MUST BE RECLAIMED WITH A MINIMUM OF 6" OF TOPSOIL IN ALL

SEEDED AREAS PRIOR TO THE PLACEMENT OF SEED.

ENVIRONMENTAL

PROPOSED

MODULAR

BUILDING

EXISTING

GRAVEL

PARKING LOT

02 15

PROJECT INTENT

1. THE GC WILL PROVIDE ALL NECESSARY LABOR AND MATERIALS TO PREPARE THE SITE TO INSTALL A

163' X 56' MODULAR BUILDING; TO INCLUDE ALL UTILITIES AND SITE PREPARATION. SITE PREPARATION

INCLUDES GRADING, WATER, SEWER, GROUNDING SYSTEMS,EMERGENCY ELECTRICAL SYSTEMS,

LIGHTING AND POWER, SECONDARY DISTRIBUTION AND A TRANSFORMER.

2. THE SCOPE OF WORK FOR THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING ITEMS:

a. THE SITE MUST BE IN GOOD GRADED CONDITION. IT MAY INVOLVE THE REMOVAL OF TREES, REMOVING ANY AND ALL OLD UNDERGROUND INFRASTRUCTURE, AND ANY OTHER OBSTACLES

THAT MIGHT AFFECT THE CONSTRUCTION PROCESS IN THE FUTURE OR HINDER THE PROJECT

TO BE COMPLETED.

b. INCLUDE NECESSARY MECHANICAL PROVISIONS TO SUPPORT THE INSTALLATION OF A 163' x 56'

MODULAR BUILDING.

c. INCLUDE NECESSARY ELECTRICAL PROVISIONS TO SUPPORT THE INSTALLATION OF A 163' x 56'

MODULAR BUILDING

d. PAVING TO SUPPORT ADA ACCESS TO AND FROM THE NEW MODULAR BUILDING, AS WELL AS

AROUND BUILDING 25.

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84" CLF

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72" CLF

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CONC. WALK

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BWW

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DENSE VEGETATION

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AUTO SPRINKLER, FIRE DEPT CONNECTION

85'-0"

74'-6"

~43'-0"

STANDING WATER IN STRUCTURE, NO

OTHER PIPES VISIBLE FROM SURFACE

INVERT TO BOTTOM OF STRUCTURE = 494.65

~80'-8"

KEYNOTES:

REMOVE EXISTING CONCRETE PARKING STOPS. SALVAGE UNDAMAGED PARKING STOPS

FOR REUSE. COORDINATE WITH COR FOR STORAGE LOCATION. APPROXIMATELY 86

PARKING SPACES TO BE ELIMINATED FROM THE EXISTING GRAVEL PARKING LOT.

EXISTING PARKING LOT PAINT TO BE REMOVED AND AREA TO BE RE-PAINTED TO

ACCOMMODATE NEW ACCESSIBLE PARKING AS SHOWN. 6 PARKING SPACES TO BE

ELIMINATED FROM LOT SOUTH OF NEW MODULAR BUILDING.

DEMO EXISTING CONCRETE EQUIPMENT PAD.

DEMO EXISTING ASPHALT. AREA TO BE REGRADED TO ACCOMMODATE TWO COMPLIANT

ACCESSIBLE PARKING SPACES.

EXISTING LIGHT POST TO BE REMOVED AND SALVAGED FOR RE-INSTALLATION.

LEGEND:

EXISTING LINE TYPE

DEMO LINE TYPE

EXISTING PARKING BLOCKS

DEMO PARKING BLOCKS

EXISTING FIRE HYDRANT

EXISTING SITE LIGHTING

EXISTING STORM SEWER MANHOLE

EXISTING POWER MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING GRAVEL PARKING LOT

EXISTING BIORETENTION POND

Tr ue

N or th

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

25T-CD-101

CIVIL DEMO PLAN

RAG MLH

PROPOSED MODULAR

BUILDING LOCATION

03 15

SAW CUT& REMOVE

EXISTING SIDEWALK

SCALE: 1:20

0 10' 20' 40' 60' 80'5'

DEMO PLAN

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MH#2A

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POST VALVE

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ASPHALT PAVEMENT

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COMMUNICATION MH TOP 523.73

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ASPH

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CHAIN LINK FENCE, 6' H

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AUTO SPRINKLER, FIRE DEPT CONNECTION

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CLEANOUT

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GUARD RAIL

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GRAVEL PARKING LOT

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GRAVEL PARKING LOT

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AutoCAD SHX Text EXISTING CONDITIONS DEPTH/DCP LOCATION #3 7 1/4"AGGREGATE (3/4" MINUS GRADATION) OVER GEOTECHNICAL FABRIC OVER AGG LIME.

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~22'-0"

~28'-0"

R 30'

24'-0"

11'-0"

12'-0"

15'-0"

19'-0"

R 30'

KEYNOTES:

NEW CONCRETE SIDEWALK, 4" THICK, 4000 PSI. PROVIDE 2% CROSS SLOPE AND COMPLY WITH

VA BARRIER FREE GUIDELINES. MATCH EXISTING.

NEW CONCRETE SLAB, SIDEWALK AND RAISED CURB, 5" THICK, 4000 PSI. PROVIDE 2% CROSS

SLOPE AND COMPLY WITH VA BARRIER FREE GUIDELINES. MATCH EXISTING

NEW CONCRETE EQUIPMENT PAD. SEE SHEET 25T-S-101 FOR DETAILS.

RELOCATE EXISTING POLE-MOUNTED LIGHT TO ALLOW FOR 24-FT EMERGENCY ACCESS LANE.

EXISTING PARKING SPACES TO BE REMOVED TO ACCOMMODATE EMERGENCY ACCESS LANE.

EXISTING PARKING TO BE RESTRIPED TO ALLOW FOR REQUIRED ACCESSIBLE PARKING

SPACES: THREE (3) ACCESSIBLE SPACES AND TWO (2) VAN ACCESSIBLE SPACES.

CONTRACTOR MUST PROVIDE APPROPRIATE SIGNAGE AT EACH AND EVERY ACCESSIBLE

PARKING SPACE.

CONTRACTOR TO PROVIDE NEW SIGNAGE INDICATING "NO PARKING - FIRE LANE".

PROTECT EXISTING STORM INLETS AND BIORETENTION POND FROM ALL CONSTRUCTION

AND/OR GRADING. CURRENT DRAINAGE AND RETENTION FUNCTIONS OF INLETS AND POND

ARE TO REMAIN UNCHANGED.

PLACE 4' LENGTHS OF 2"x4" LUMBER, BURIED AT 36" AT COORDINATES BELOW, TOLERANCE WITHIN 0.1'. STAKES ARE TO SERVE AS MARKERS FOR BACK CORNERS OF MODULAR BUILDING.

NORTHING = 818.12' NORTHING = 968.63'

EASTING = 1532.71' EASTING = 1469.28'

SURVEY COORDINATE SYSTEM IS BASED ON PROVIDED CAD DRAWINGS. THIS TOPOGRAPHIC

SURVEY WAS CALIBRATED TO EXISTING FEATURES TO MATCH THE LOCALIZED COORDINATE

SYSTEM.

NEW FIRE HYDRANT WITH FOUR (4) 48" PIPE BOLLARDS SET AT 18" O.C. FROM HYDRANT.

48" SPACING BETWEEN JERSEY BARRIERS.

MAXIMUM OF 5 FT BETWEEN LANDSCAPE BOULDERS.

LEGEND:

NEW FIRE HYDRANT WITH BOLLARDS

EXISTING PARKING BLOCKS

EXISTING FIRE HYDRANT

EXISTING SITE LIGHTING

EXISTING STORM SEWER MANHOLE

EXISTING POWER MANHOLE

EXISTING SANITARY SEWER MANHOLE

36" REBOUNDABLE TRAFFIC DELINEATORS

JERSEY BARRIERS

(MODOT 751.12.2.1)

LANDSCAPE BOULDERS

AVG DIA, D50 = 38"

EMERGENCY ACCESS

EXISTING GRAVEL PARKING LOT

EXISTING BIORETENTION POND

PROPOSED SILT FENCE

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

25T-CS-101

CIVIL SITE PLAN

RAG MLH

A. CONTRACTOR IS RESPONSIBLE FOR RETURNING SITE TO ITS PREVIOUS CONDITION, OR

BETTER, INCLUDING BUT NOT LIMITED TO SOD, CONCRETE WALKS, DRAINAGE SWALES, ETC.

B. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SIGNAGE, INCLUDING BUT

NOT LIMITED TO CONSTRUCTION ACCESS, PARKING LOT CLOSURES AND EXITS/ENTRANCES.

C. FOUNDATION LOCATIONS AND SIZES SHALL BE PER MANUFACTURER GUIDELINES. A SOIL

BEARING PRESSURE OF 2500 PSF SHALL BE USED FOR THE SIZING AND LOCATIONS OF

PIERS AND FOUNDATIONS.

D. JERSEY BARRIERS (11), LANDSCAPE BOULDERS (19) AND REBOUNDABLE TRAFFIC

DELINEATORS (6) TO BE SUPPLIED BY CONTRACTOR.

GENERAL NOTES:

CS-401

04 15

CS-401

SCALE: 1:20

0 10' 20' 40' 60' 80'5'

SITE PLAN

N or th

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GRATED TROUGH

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CONC. WALK

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BWW

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FIRE DEPT. CONNECTION

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POST VALVE P.I. #1-1

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POST VALVE

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COMMUNICATION MH TOP 523.73

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135'-6"

8'-6"

43'-6"

11' 11'

12'-0"

6'-0"

~17'-9"

8'-0"

8'-6"

TYP

5 PLCS

43'-6"

8'-6"8'-6"8'-6" 11' 11'

TYP

5 PLCS

6'-0"

~43'

~17'-9"

8'-0"

43'-6"

11' 11'

12'-0"

TYP

5 PLCS

6'-0"

~85'

~43'

~26'

~17'-9"

8'-0"

KEYNOTES:

PROTECT EXISTING STORM INLET FROM DEBRIS, SEDIMENT RUN-OFF

AND EROSION DURING CONSTRUCTION.

DRILL AND USE #2 DOWELS 8" O.C. AT NEW-TO-EXISTING CONCRETE

SIDEWALK JOINTS. EMBED 6" EACH DIRECTION.

USE THREE #4 REBAR AT TWO LOCATIONS, AS SHOWN.

SEE SHEET 25T-CS-501 FOR CURB DETAILS.

INSTALL 34" RIVER ROCK IN AREA BETWEEN LANDSCAPE BOULDERS

AND NEW SIDEWALK.

EXISTING PARKING TO BE RE-PAINTED TO ALLOW FOR ACCESSIBLE

PARKING SPACES: THREE (3) ACCESSIBLE SPACES AND TWO (2) VAN

ACCESSIBLE SPACES. CONTRACTOR MUST PROVIDE APPROPRIATE

SIGNAGE AT EACH ACCESSIBLE PARKING SPACE.

SALVAGED AND/OR NEW CONCRETE PARKING STOPS. REPLACE ANY

AND ALL PARKING STOPS THAT ARE CURRENTLY DAMAGED OR ARE

UNUSABLE.

SEE SHEET 25T-CS-501 FOR ASPHALT RAMP DETAILS.

SEE SHEET 25T-CS-501 FOR DETECTABLE WARNING STRIP DETAILS.

REALIGN EXISTING PARKING SIGNS WITH NEW PARKING SPACE

CONFIGURATION.

RELOCATE EXISTING POLE-MOUNTED LIGHT TO ALLOW FOR 24 FT

EMERGENCY ACCESS LANE. REFER TO SHEET 25T-EP-101 FOR MORE

INFORMATION.

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

ENLARGED PLANS

RAG MLH

25T-CS-401

Pl an

N or th

True North

Pl an

N or th

True North

Pl an

N or th

True North

05 15

7 7 7

SCALE: 1:10

0 5' 10' 20' 30' 40'

PARKING RECONFIGURATION &

SITE LIGHTING RELOCATION

SCALE: 1:10

0 5' 10' 20' 30' 40'

NEW SIDEWALK & RAMP AREA

WITH CURB - MAIN ENTRANCE

SCALE: 1:10

0 5' 10' 20' 30' 40'

NEW SIDEWALK - SIDE ENTRANCE

Pl an

N or th

True North

EDGE OF EXISTING

GRAVEL PARKING

LOT

SCALE: 1:10

0 5' 10' 20' 30' 40'

ENTRANCE TO GRAVEL PARKING LOT

NEW CONCRETE CURB & GUTTER

MATCH EXISTING FLOW LINE AND

CURB DIMENSIONS

EXTEND NEW ASPHALT

INTO DRIVEWAY

8 9

NEW ASPHALT

CURB TO BE FLUSH WITH

ASPHALT ON NORTH END

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1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

SITE DETAILS

RAG MLH

25T-CS-501

Pl an

N or th

True North

06 15

SALVAGED OR NEW

CONCRETE PARKING STOPS

CONCRETE

SIDEWALK

ASPHALT

PARKING

LOT

DRILL & SET 15" #4 REBAR WITH

EPOXY GROUT. TOP TO BE FLUSH

WITH TOP OF PARKING STOP

04/02/2020

SCALE:

1' 2'0

1 1/2" = 1'-0" 6" 3'

CONCRETE PARKING STOPS

SCALE: 1:10

0 5' 10' 20' 30' 40'

DETECTABLE WARNING STRIPS &

CONCRETE PARKING STOPS - PLAN VIEW

Pl an

N or th

True North

SCALE: 1:10

0 5' 10' 20' 30' 40'

PERIMETER CURB AT

ACCESS RAMP AREA - PLAN VIEW

MONOLITHIC POUR,

#4 REBAR DOWELS @12" O.C. AT HORIZ/VERT JOINT

#4 REBAR LONGITUDINAL, LENGTH OF CURB

SCALE:

1' 2'0

1 1/2" = 1'-0" 6" 3'

PERIMETER CURB AT

ACCESS RAMP AREA - SECTION

ASPHALT

PARKING

LOT

SCALE:

1' 2'0

1 1/2" = 1'-0" 6" 3'

DETECTABLE WARNING STRIPS &

ASPHALT RAMPS AT EXISTING PARKING SPACES

2' X 5' SURFACE APPLIED

DETECTABLE WARNING STRIP

SCALE: NO SCALE

ASPHALT RAMP DETAIL

6" MONOLITHIC

PERIMETER CURB

(12" EXPOSED)

ASPHALT RAMP

HEIGHT VARIES

MATCH FIELD CONDITIONS

EXISTING

CONCRETE

SIDEWALK

INSTALL ASPHALT RAMPS

AT THREE ACCESSIBLE

PARKING SPACES, SEE

DETAIL 3 ON SHEET CS-501

2'-0" TYP.

CURB TO TAPER FLUSH

TO GRADE AT END

1 1

ALIGN EDGE OF

DETECTABLE STRIP

WITH EDGE OF EXISTING

SIDEWALK

CS-501

CENTER PARKING STOPS IN

SPACE AND SET 2' BACK FROM

EDGE OF SIDEWALK, TYP. 5 PLCS.

2' x 5' SURFACE APPLIED DETECTABLE WARNING

STRIP AT EACH ACCESSIBLE AISLE. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

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FFE = 526.46

18.16

18.25

+20.50

E A

T A

18.40

~120'-9"

90.00°

8' -9'

~152'

17.76

18.00

19.50 18.70

515.0

4% MAX

2-3% 7.6%

POSITIVE DRAINAGE

516.0

516.019.50 18.80

SCALE: 1:20

0 10' 20' 40' 60' 80'5'

GRADING AND FIRE MAIN PLAN

Tr ue

N or th

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

25T-CG-101

GRADING AND FIRE MAIN PLAN

RAG MLH

Know what's below.

Call 811 and privately owned utilities before you dig.

FOUR (4) 4" STEEL BOLLARDS FILLED

WITH CONCRETE, 3000 PSI. MINIMUM

40" BURY AND 36" ABOVE GRADE. SET

AT 18" FROM CENTER OF HYDRANT.

SEE SHEET 25T-CU-501.

R150'

A. FOR LOCATIONS OF NEW ELECTRICAL UTILITIES, SEE SHEET 25T-EP-101.

B. CONTRACTOR IS RESPONSIBLE FOR FIELD DECONFLICTION WITH LOCATION OF EXISTING

AND PROPOSED UTILITIES.

C. CONTRACTOR TO FIELD DETERMINE TIE-IN LOCATIONS TO EXISTING UTILITIES. ALL NEW

UTILITIES SHALL BE FIELD ROUTED IN ACCORDANCE WITH APPLICABLE CODES.

D. CONTRACTOR TO COORDINATE WITH VA 14 DAYS IN ADVANCE OF ALL DIGGING AND

UTILITY INTERRUPTIONS.

GENERAL NOTES

LEGEND:

EXISTING GRAVEL PARKING LOT

EXISTING BURIED POWER

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING TELECOMM

EXISTING STEAM POWER

EXISTING ELECTRICAL PULL BOX

EXISTING SANITARY SEWER MH

EXISTING POST TOP LIGHT

EXISTING FIRE HYDRANT

EXISTING VALVE

NEW FIRE HYDRANT WITH

THRUST BLOCK & BOLLARDS

NEW 6" GATE VALVE

NEW WATER LINE

NEW SANITARY SEWER

6" X 6" X 6" TEE WITH THRUST

BLOCK. THREE (3) 6" GATE

VALVES WITH 2" OF SURFACE.

MECHANICAL CONNECTION.

130' - 6" PVC - C-900 BLUE

MIN. DEPTH 48" (TYP.)

07 15

R150'

REGRADE DEMO'D AREA AND PAVE

UNIFORMLY WITH 3" ASPHALT & 8" ROAD

BASE. MATCH EXISTING ASPHALT

ELEVATIONS. NO EXPOSED CURB FACE

ALONG NEW SIDEWALK.

SEE SHEET 25T-CS-501

FOR ASPHALT RAMP

DETAILS

6" HYDRANT WITH GATE VALVE

SEE DETAIL FOR HYDRANT ELEVATION

2" THREADED TIE-BACK RODS TO TEE

LOCATION OR THRUST BLOCKS, AS

APPROVED BY COR

ELEV. 521.5

EXTEND EXISTING 10" STEEL

CULVERT 8-10 FEET TO ALLOW FOR

24' MIN. DRIVE LANE.

NEW SECTION 12" MIN. COVER.

INVERT ELEV NO LESS THAN 514.10

PROVIDE 6" - 10" HIGH BERM TO

PREVENT SURFACE DRAINAGE

UNDER MODULAR. PROVIDE

POSITIVE DRAINAGE.

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

514.5 FLOW LINE W/ 6" EXPOSED FACE

MATCH EXISTING CURB & GUTTER

DIMENSIONS

CURB TO BE FLUSH WITH

ASPHALT ON NORTH END

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SIGN

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CONC. WALK

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TELEPHONE

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ASPHALT

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6" WATER

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84" CLF

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72" CLF

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SANITARY M.H.

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TOP=528.57

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FL=516.10

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AutoCAD SHX Text 21" R.C.P.

AutoCAD SHX Text 8" V.C.P.

AutoCAD SHX Text 6" V.C.P.

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12" STEEL

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BENCHMARK

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ELEV.=525.34

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AutoCAD SHX Text M.H. #640

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AutoCAD SHX Text UNABLE TO FIND M.H. (Exact location of M.H. is unknown)

AutoCAD SHX Text GRATE INLET TRAPPED TOP=524.94 FL=518.66 FL(top of pipe)=521.84

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FIRE DEPT. CONNECTION

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POST VALVE P.I. #1-1

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AutoCAD SHX Text Sanitary Sewer Easement B6638/P1735

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DENSE VEGETATION

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POST VALVE

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POSSIBLE MH BURIED UNDER RIP-RAP

AutoCAD SHX Text STORM MH TOP 520.91 INV 517.13 W 6" PVC INV 512.86 N 12" PVC INV 512.77 SE 12" PVC

AutoCAD SHX Text STORM MH TOP 513.34 INV 509.17 NW 10" PVC INV 508.95 NE 12" RCP INV 508.74 SE 12" PVC

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MH TOP 510.13

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10" STEEL

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12" RCP

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12" PVC

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COMMUNICATION MH TOP 523.73

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12" PVC

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12"PVC

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6"PVC

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12"PVC

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6"PVC

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12"PVC

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6" PVC

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CHAIN LINK FENCE, 6' H

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STORM MH TOP 509.54 INV 504.02 NW 12" PVC INV 499.52 SE 12" PVC

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CLEANOUT

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CLEANOUT

AutoCAD SHX Text BENCHMARK (SET BY OTHERS) CUT " " ON BOTTOM OF STEPS " ON BOTTOM OF STEPS ELEV = 525.34

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INV 513.93

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AUTO SPRINKLER, FIRE DEPT CONNECTION

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ROOF DRAIN, TYP

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CLEANOUT

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GUARD RAIL

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10" PVC

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12" PVC

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STORM MH TOP 513.78 INV 509.83 NW 6" PVC INV 509.46 SW 12" RCP

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AutoCAD SHX Text STORM MH- TOP 523.78 INV 516.76 SE 6" PVC INV 515.51 SW 12" PVC INV 515.44 SE 12" PVC

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GRATE INLET W/ VERT PVC PIPES TOP 519.31 INV 517.01±

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SAN MH TOP 524.50 (SEE DETAIL)

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STANDING WATER IN STRUCTURE, NO

OTHER PIPES VISIBLE FROM SURFACE

INVERT TO BOTTOM OF STRUCTURE = 494.65

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

UTILITY PLAN AND DETAILS

RAG MLH

25T-CU-101

N or th

KEYNOTES:

EXISTING POLE-MOUNTED LIGHT TO BE RELOCATED.

NEW LOCATION OF EXISTING POLE-MOUNTED LIGHT.

4" PVC

SCHEDULE 40

6" SANITARY

SEWER CLEANOUT

CONNECT SANITARY TO EXISTING VCP.

USE 6" PVC SCHEDULE 40 SERVICE WYE.

VERIFY BELL & SPIGOT JOINTS. USE

FERNCO TYPE 5200 SERIES COUPLE

FOR BUTT-END JOINT.

A. FOR LOCATIONS OF NEW ELECTRICAL UTILITIES, SEE SHEET 25T-EP-101.

B. CONTRACTOR IS RESPONSIBLE FOR FIELD DECONFLICTION WITH LOCATION OF

EXISTING AND PROPOSED UTILITIES.

C. CONTRACTOR TO FIELD DETERMINE TIE-IN LOCATIONS TO EXISTING UTILITIES. ALL

NEW UTILITIES SHALL BE FIELD ROUTED IN ACCORDANCE WITH APPLICABLE CODES.

D. CONTRACTOR TO COORDINATE WITH VA 14 DAYS IN ADVANCE OF ALL DIGGING AND

UTILITY INTERRUPTIONS.

GENERAL NOTES:

Know what's below.

Call 811 and privately owned utilities before you dig.

LEGEND:

EXISTING GRAVEL PARKING LOT

EXISTING BURIED POWER

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING TELECOMM

EXISTING STEAM POWER

EXISTING ELECTRICAL PULL BOX

EXISTING SANITARY SEWER MH

EXISTING POST TOP LIGHT

EXISTING FIRE HYDRANT

EXISTING VALVE

NEW FIRE HYDRANT W/ BOLLARDS

AND THRUST BLOCK

NEW 6" GATE VALVE

NEW WATER LINE (C900)

NEW SANITARY SEWER

4" TURN SHUT-OFF

BALL VALVE

22 1/2° ELBOW

4" PVC SS RISER W/ CAP

SCHEDUL 40

4" PVC SS RISER W/ CAP

SCHEDULE 40

4" VALVE

6" VALVE

08 15

6" VALVES

SCALE: 1:20

0 10' 20' 40' 60' 80'5'

UTILITY PLAN

C (C

6" PVC

EXTEND EXISTING 10" STEEL

CULVERT BY 8' TO ALLOW FOR

24' MIN. DRIVE LANE

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SIGN

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CONC. WALK

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EPB

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TELEPHONE

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EPB

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EPB

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EPB

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EPB

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MH#2A

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CONC.

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PAD

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CONC.

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PAD

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ASPHALT

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EPB

AutoCAD SHX Text #128

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8" WATER

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6" WATER

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GRATED TROUGH

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TOP=523.37%%P

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84" CLF

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72" CLF

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EPB

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SANITARY M.H.

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TOP=528.57

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FL=516.10

AutoCAD SHX Text 6" P.V.C.

AutoCAD SHX Text 21" R.C.P.

AutoCAD SHX Text 8" V.C.P.

AutoCAD SHX Text 6" V.C.P.

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12" STEEL

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BENCHMARK

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ELEV.=525.34

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GRATE INLET

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AutoCAD SHX Text GRATE INLET TRAPPED TOP=524.94 FL=518.66 FL(top of pipe)=521.84

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FIRE DEPT. CONNECTION

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POST VALVE P.I. #1-1

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EPB

AutoCAD SHX Text Sanitary Sewer Easement B6638/P1735

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DENSE VEGETATION

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GRATE INLET TOP=522.30 FL=521.10

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PHONE CABLE BOX

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POST VALVE

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EPB

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EPB

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MH TOP 510.13

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COMMUNICATION MH TOP 523.73

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CLEANOUT

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CLEANOUT

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AUTO SPRINKLER, FIRE DEPT CONNECTION

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CLEANOUT

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SAN MH TOP 524.50 (SEE DETAIL)

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STEAM

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40"

MIN.

4" SCH. 40 STEEL PIPE (4.50" O.D.)

5" SCH. 40 STEEL PIPE (5.56" O.D.)

WELDED DOME CAP

4" SCH. 40 STEEL PIPE (4.50" O.D.)

3000 PSI CONCRETE

EXTERIOR OF 4" PIPE TO BE COATED WITH

2 COATS EPOXY TO 16-20 MIL. DFM. COLOR

TO BE "SAFETY YELLOW."

2) ADD 6" WIDE STRIP OF REFLECTIVE TAPE.

NOTES:

#57 STONE

FINISH GRADE

12" DIA.

(MIN.)

48"

FLANGED X MECHANICAL

JOINT, 6" GATE VALVE *

24 INCH MIN.

14 IN.

MECHANICAL OR SLIP JOINT

X FLANGED TEE OR

FLANGED TAPPING SADDLE*

3-WAY DIRECT BURY WIRE

CONNECTOR FOR LOW

VOLTAGE APPLICATION

BURY LINE MARK

METAL PIPE, VALVES, FITTINGS AND

APPURTENANCES SHALL BE WRAPPED

WITH 8 MIL POLYETHYLENE MATERIAL

PRIOR TO BACKFILLING.

DO NOT WRAP HYDRANT

BARREL AND SHOE WITH

POLYETHYLENE

VALVE BOX AND

EXTENSION

SECURE #10 TRACING WIRE TO

TRAFFIC FLANGE BOLT & SOLDER

WITH SILVER

2' MIN.

3' MAX.

48"

PIPE BOLLARDS,

QTY 4

**THRUST RESTRAINT SHALL BE PROVIDED BY

DRY THRUST BLOCKS AND THE USE OF JOINT

RESTRAINTS FROM THE TEE TO THE HYDRANT.

DRY THRUST BLOCKS (4" TO 6"

THICK) PER TABLE ON PAGE W-08

1/4 CU. YD MIN.

48"

MINIMUM

MUELLER CENTURIAN

200 OR APPROVED

SUBSTITUTE

* ALT. - SWIVEL TEE AND MJ VALVE

3/4" WASHED ROCK 1/4 CU.

YD. MIN. 1 1/2" MAX.

STONE SIZE

THRUST BLOCK

WATER MAIN

18"

6 INCH C900 PVC

DO NOT OBSTRUCT WEEPHOLES

#10 TRACING WIRE

JOINT RESTRAINT**

36" SPRING-LOADED ORANGE FM FLAG

ATTACH PER MANUFACTURER'S

RECOMMENDATIONS

TRAFFIC FLANGE TO BE 2" - 4" ABOVE

FINISHED GRADE & SIDE NOZZLES TO

BE 18" - 20" ABOVE FINISHED GRADE

PLAN VIEW

PROFILE

2'- 6"

DEPTH INTO

UNDISTURBED

GROUND

2'- 6"

2' MIN.

NEW 6" PVC

FLANGED X MECHANICAL

JOINT, 4" GATE VALVE *

MECHANICAL OR SLIP JOINT

X FLANGED TEE OR

FLANGED TAPPING SADDLE*

METAL PIPE, VALVES, FITTINGS AND

APPURTENANCES SHALL BE WRAPPED

WITH 8 MIL POLYETHYLENE MATERIAL

PRIOR TO BACKFILLING.

48"

MINIMUM

THRUST BLOCK (TYP.)

6" WATER MAIN

4 INCH C900 PVC

VALVE BOX AND

EXTENSION

4 INCH C900 PVC

SCALE: NO SCALE

FIRE HYDRANT WITH GATE VALVE

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

CIVIL DETAILS

RAG MLH

25T-CU-501

SCALE: NO SCALE

THRUST BLOCK - PER SPEC

SCALE: NO SCALE

PIPE BOLLARD

1. 22 1/2° LONG RADIUS BEND

2. SEWER LINE

3. FOR SEWER SERVICE TAPS TO EXISTING LINES USE A 45° WYE SADDLE.

4. "PERMA-JOINT STOP OR EQUAL. 6" STEEL FENCE POST AT END OF LINE TO

2'-0" ABOVE GROUND.

5. 1'-0" OR AS STAKED.

6. SERVICE LINE. SEE SPECIFICATIONS. GRADE 1/4" DROP PER FOOT.

7. CENTER OF WYE BRANCH TO BE PLACED IN UPPER THIRD OF SEWER MAIN.

NOTES:

SCALE: NO SCALE

SANITARY SEWER TIE-IN DETAIL

NOTES:

1. SCREW TYPE VALVE BOX TOP AND COVER.

2. SAND

3. 4" PVC PIPE

4. 2- 22 1/2° ELBOWS

5. BACKFILL & COMPACT TO SPECIFICATIONS

6. BELL TYPE PLUG

7. WYE WITH 45° ELBOW (ALL BELL FITTINGS)

8. SEWER LINE, SEE PLAN FOR SIZE

9. END 4" PVC 3" FROM FINISH GRADE

SCALE: NO SCALE

SANITARY SEWER CLEANOUT DETAIL

SCALE: NO SCALE

REBOUNDABLE TRAFFIC DELINEATOR

ROUND POST

OD: 2.25" [57.2mm]

MATERIAL: POLYETHYLENE

WEIGHT: 0.80 LBS [0.36kg]

2.25" [57.2mm] ROUND POST WITH

REBOUDABLE BASE

HORIZONTAL BAND REFLECTIVE SHEETING

REBOUDABLE BASE

MATERIAL: URETHANE

WEIGHT: 0.80 lbs [0.36kg]

SCALE: NO SCALE

4" WATER CUTOFF VALVE

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FINISH GRADE

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

CONSULTANTS:

Drawing # of

657-17-181AJB

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

MODULAR SITE PREP

VEG 4.17A

100% CONTRACT DOCUMENTS

2/19/2020

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

25T

STAMPS:1 ADDENDUM #1 04/02/2020

25T-S-101

STRUCTURAL EQUIPMENT PAD

DETAIL

BW WC

SCALE: 1" = 1'

ELECTRCIAL EQUIPMENT PAD - SECTION

KEY NOTES: -

GENERAL STRUCTURAL NOTES

GENERAL

A. UNLESS NOTED OTHERWISE, ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE

IBC 2018.

B. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER GENERAL NOTES,

TYPICAL DETAILS.

C. CONTRACTOR SHALL COMPARE ALL DISCREPANCIES ON DRAWINGS AT THE SITE.

CONCRETE AND SLAB NOTES:

A. REINFORCING SHALL CONFORM TO ASTM A615 (60KSI)

B. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF 3000 PSI. (AIR

ENTRAINED)

C. ALL SLAB EDGES SHALL BE CHAMFERED 1" ON EXPOSED EDGES U.N.O.

D. A MINIMUM OF 6" CONCRETE EDGE DISTANCE SHALL BE MAINTAINED FROM EDGE OF

EQUIPMENT TO EDGE OF SLAB

E. CLEAR COVER SHALL BE 3" MINIMUM FOR ALL CONCRETE EXPOSED TO SOIL

GEOTECHNICAL NOTES:

A. ALL BACKFILL UNDER SLAB ON GRADE SHALL BE COMPACTED TO 95% MINIMUM COMPACTION

PER ASTM D-698.

B. A LAYER OF OF COURSE ROCK AGGREGATE 6" IN THICKNESS SHALL BE USED BELOW THE

SLAB IN ACCORDANCE WITH EARTHWORK SPECIFICATION.

STRUCTURAL DESIGN CRITERIA

A. ALL WORK IS DESIGNED AND SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST

EDITIONS OF THE FOLLOWING CODES AND STANDARDS

1. GOVERNING BUILDING CODE: (IBC 2018) INTERNATIONAL BUILDING CODE

2. ACI 318-14 BUILDING CODE FOR REQUIREMENTS FOR STRUCTURAL CONCRETE

3. ASCE 7-16 MINIMUM DESIGN LOADS

B. WIND LOADING

1. VELOCITY..................................................... 120 MPH

2. EXPOSURE CATEGORY................................. B

3. DESIGN LOADING.......................................... 25 PSF

C. SEISMIC LOADING

1. SEISMIC DESIGN CATEGORY....................... 'D'

2. SOIL CLASS................................................ 'D'

3. Ss............................................................... 0.451

4. S1............................................................... 0.172

5. Sds............................................................. 0.433

6. Sd1............................................................. 0.242

7. le .............................................................. 1.5

8. ANALYSIS PROCEDURE USED..................... MECH EQUIPMENT CH. 13, ASCE 7-16

D. SPECIAL LOADING

1. TRANSFORMER............................................. 9375 LBS

2. SWBD........................................................... 1867 LBS

F. GEOTECHNICAL INFORMATION

1. SOIL BEARING PRESSURE (ASSUMED)....... 1500 PSF

2. COEFFICIENT OF FRICTION.......................... 0.3

SEE PLAN

1" CHAMFER (ALL SIDES)

EQUIPMENT (SEE ELECTRICAL)

LOCATION OF NEW

EQUIPMENT

#4 BARS @ 12" O.C.

(BOTH DIRECTIONS)

SCALE: 1" = 1'

SWBD EQUIPMENT PAD - PLAN

BACKFILL

COMPACTED GRANULAR FILL

8'-0"

5'- 0"

LOCATION OF NEW

EQUIPMENT. SEE ELECT.

DRAWINGS

SCALE: 1" = 1'

TRANSFORMER EQUIPMENT PAD - PLAN

1 NEW ELECTRICAL EQUIPMENT PAD.

2 NEW TRANSFORMER PAD.

6" M

IN 6" MIN 6" MIN

6" M

6" MIN 6" MIN

S-101

6" CONC SLAB

GRADE

7'-6" VIF

7'- 6"

10 15

File details come from the government source that posted it. Updated Apr 20, 2020.