Attachment 7 - Drawings Full Set.pdf

GOVERNING CODES:

ICC, International Building Code, 2018 edition (IBC) NFPA 101, Life Safety Code, 2018 edition (LSC) NFPA 220, Standard Types of Building Construction, 2015 edition.

ASTM E2072-04, Specification for Photoluminescent (Phosphorescent) Safety

Markings, 2004 edition.

International Plumbing Code

ASHRAE 90.1-2019

ASHRAE 62.1 – 2012

ANSI A117.1-2009 Standard on Accessible & Usable Buildings and Facilities 2010 ADA Standards for Accessible Design

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, Design Handbook

VA Parking Design Manual & Demand Model, April 2013 VA Barrier Free Design Guide Electrical Site and Landscape Signage Facilities Physical Security Design Manual: Life-Safety Protected Sustainability Guidelines

VA DESIGN MANUALS:

CALL BEFORE YOU DIG

MISSOURI ONE CALL SYSTEM

1-800-344-7483 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

EHRM CERNER ADMIN SPACE SUPPORT-

JOHN COCHRAN - ST. LOUIS, MO

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

VA PROJECT NUMBER: 657-21-710JC

JOHN COCHRAN DIVISION

EHRM CERNER ADMIN SPACE

SUPPORT - JOHN COCHRAN -

ST. LOUIS, MO

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICE

DRAWING INDEX

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

4/

/2

6:

:0

PM

00-GI-100

COVER SHEET

HT-WJS

1 4CM04/23/21

657-21-710JC

BID DOCUMENTS

DRAWING INDEX

SHEET NUMBER SHEET NAME

00-GI-100 COVER SHEET

00-CD-100 CIVIL DEMO SITE PLAN

00-CS-100 CIVIL SITE PLAN

00-CS-500 CIVIL SITE DETAILS

VICINITY MAP

PROJECT LOCATION

ALL WORK MUST COMPLETE BY

NOVEMBER 2021

AREA MAP

PROJECT LOCATION

3635 AND 3639 WINDSOR PLACE DRIVE

WINDSOR PLACE

St . A lp ho ns us

S t.

REMOVE ALL EXISTING

SOLID AND BROKEN

ASPHALT AND

ASSOCIATED

PERIMETER CURBS

REMOVE EXISTING

FENCE TYP. ENTIRE

SITE

EXISTING 6" WATER MAIN

REMOVE EXISTING

BOLLARDS TYP.

REMOVE SURFACE OR

ADD ENGINEERED FILL AS

REQUIRED TO PREPARE

SUBSURFACE FOR

ASPHALT PAVING

SYSTEM. SEE SPEC.

REMOVE ALL

PERIMETER

BOLLARDS. BACKFILL

W/ TOPSOIL BACK TO

EXISTING GRADE

REMOVE EXISTING

FENCE - TYP ENTIRE

SITE

APROXIMATE

LIMIT OF

EXISTING

ASPHALT.

FIELD VERIFY.

SLOPE NORTHW

EST

PORTION OF SITE

FOR W

ATERSHED

TO EXISTING INLET

MIN. 1% SLOPE. SEE

CIVIL SITE PLANS

SLOPE SOUTHEAST

PORTION OF SITE FOR

W

ATERSHED SOUTH

TO W

INDSOR PLACE.

MIN. 1% SLOPE. SEE

CIVIL SITE PLANS

REMOVE, INCLUDING BUT

NOT LIMITED TO, ALL

VEGETATION, BRUSH,

WOODY TREES, DIRT

PILES, MULCH PILES,

GRAVEL PILES,

DEBRIS/RUBBISH PILES,

AND HARD SURFACE

PAVING.

REMOVE EXISTING

FENCE TYP. ENTIRE

SITE

REMOVE EXISTING

FENCE TYP. ENTIRE

SITE

EXISTING FIRE HYDRANT

NOT IN SCOPE

EXISTING CURB INLET.

REMOVE ALL VEGETATION

AND DEBRIS FROM INLET.

REPAIR, REPLACE, OR

RESET CURB INLET AS

NECESSARY TO ENSURE

WATER FROM NEW

ASPHALT SURFACE FLOWS

FREELY INTO CURB INLET

WITH NO WATER BACK-UPS

OR FLOODING.

EXISTING TREES ON

NEIGHBOURING PROPERTY.

TREE BRANCHES EXTEND

OVER PROPERTY LINE.

FOLLOW ALL STATE AND

LOCAL LAWS OR GUIDANCE

IF BRANCHES MUST BE

REMOVED TO COMPLETE

WORK.

EXISTING FENCING ON

NEIGHBOURING PROPERTY.

FOLLOW ALL STATE AND

LOCAL LAWS OR GUIDANCE

TO REPAIR OR REPLACE

FENCE STRUCTURE THAT

MAY BE REMOVED TO

COMPLETE WORK.

EXISTING FENCING ON

NEIGHBOURING PROPERTY.

FOLLOW ALL STATE AND

LOCAL LAWS OR GUIDANCE

TO REPAIR OR REPLACE

FENCE STRUCTURE THAT

MAY BE REMOVED TO

COMPLETE WORK.

PROPERTY LINE

CIVIL DEMO SITE PLAN NOTES

GENERAL NOTES:

1. THE CONTRACTOR SHALL VIST AND REVIEW THE SITE PRIOR TO BIDDING AND

CONSTRUCTION.

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

AND NECESSARY ITEMS TO COMPLETE THE WORK WITHIN THE BID PRICE.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A LAND SURVEY OF THE

SITE AND CLEARLY MARK THE PROPERTY BOUNDARYS BEFORE START OF ANY

DEMO WORK. COR TO REVIEW THE SURVEY AND MARKINGS BEFORE ANY DEMO

WORK COMMENCES.

UTILITIES

1. CONTRACTOR SHALL COORDINATE WITH WATER UTILITY FOR CONNECTION AND

DETERIMINE THE EXACT LOCATION OF ALL UNDERGRUND UTIITLES 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. FIELD VERIFICATION OF BURIED, GAS,

ELECTRIC, TELEPHONE, WATER, SEWER AND CABLE TV LINES ARE BY

ELECTRONIC OR MAGNETIC DETECITON 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 UTILITY LOCATE COMPANY FOR ANY NEEDED

LOCATES.

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

ANY UTILITIES INTERFEREING WITH THE SPECIFIED CROSS-SECTIONS AND

DEPTHS AS DESIGNED IN THE SITE AND GRADING PLANS.

6. ANY UTILITIES FOUND ON VA PROPERTY SHALL BE REMOVED BACK TO UTILITIY'S

POINT OF OWNERSHIP AND CAPPED/TERMINATED PER THAT UTILITIES

SPECIFICATIONS.

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

EHRM CERNER ADMIN SPACE SUPPORT-

JOHN COCHRAN - ST. LOUIS, MO

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICE JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

4/

/2

:0 6:

A

M

00-CD-100

CIVIL DEMO SITE PLAN

HT-WJS

2 4CM04/23/21

657-21-710JC

BID DOCUMENTS

1" = 10'-0"1 SITE PLAN DEMO N N

TRUEPLAN

12" = 1'-0"

CIVIL DEMO SITE PLAN NOTES

12"VC

P

12"VCP

12"RCP

"V C P

WINDSOR PLACE

N

EW

A

SP

H

AL

T

PA

VE

M

EN

T

TIE NEW ASPHALT INTO EXISTING

SIDEWALK/ENTRY CURB/DRIVE

TRENCH FOR CONCRETE ENCASED POWER FROM EXISTING

LIGHT POLE TO DISTRIBUTION PANEL. COORDINATE SIZE OF

PAD REQUIRED WITH APPROVED DISTRIBUTION PANEL.

COORDINATE LOCATION WITH UTILITY AND ANY SETBACKS.

6" CURB @ WEST SIDE OF SITE 1' - 0"

NEW 6'-0" TALL BLACK PVC COATED

CHAIN LINK FENCE INSTALLED 1'-0"

OFF PROPERTY LINE.

FI

EL

D

V

ER

IF

Y

PROVIDE AND INSTALL POLE

MOUNTED FULL CUT OFF LED

LUMINAIRES ENCLOSED IN

UL RATED WP HOUSINGS -

TRENCH POWER TO PANEL

IN CONDUIT SEE 8 ON

00-CS-500 FOR BASE DETAIL

45' - 8 1/4" +/- 60' - 0" OPENING 48' - 0" +/-

/8

EXTEND ASPHALT TO PROPERTY LINE

FURNISH & INSTALL DISTRIBUTION PANEL - 800a, 3PH, 4 WIRE, 120/208. ENCLOSURE SHALL BE NEMA 3R OR BETTER - PROVIDE

42 SPACES W/ (11) 3 PHASE, 208 VOLT BREAKERS. COORDINATE

WITH LOCAL UTILITY TO PROVIDE 300 KVA SERVICE

PLAN NOTES:

TELECOMMUNICATION SERVICE BY CERNER

INCLUDING FIBER CABLING TO TELECOM

CLOSET W/IN MODULAR UNIT.

NEW ASPHALT

PAVEMENT. SEE

DETAILS AND SPEC

8 8

18' - 0" 24' - 0" 36' - 0" 70' - 8 3/8" +/- FIELD VERIFY

EXISTING CURB TO

REMAIN

20' - 0" +/- FIELD VERIFY

POTENTIAL TRAILER

LAYOUT BY OTHERS

(2) 30' SLIDING CHAIN

LINK GATES W/ PADLOCK

C L

3'-0" SWINGING

MAN GATE -

SECURED WITH

PADLOCK

CL

POTENTIAL SEWER &

WATER TANK LOCATION -

BY OTHERS

00-CS-500

TYP

INSTALL BOLLARDS AT 5'-0"

O.C. AT FENCING BEYOND

CURB CUT. SEE DETAIL 3

ON 00-CS-500

5' - 0" 5' - 0" 5' - 0" 5' - 0"

ALIGN GATE OPENING WITH EXISTING

CURB - INSTALL BOLLARD - SEE

DETAIL 3 ON 00-CS-500

SLOPE NORTHW

EST

PORTION OF SITE O

W

ATER SHED TO

EXISTING INLET.

MIN. 1% SLOPE

SLOPE SOUTHEAST

PORTION OF SITE

SOUTH TO

W

ATERSHED TO

W

INDSOR PLACE.

MIN. 1% SLOPE.

3'-0" SWINGING MAN

GATE - SECURED

WITH PADLOCK

EXISTING CONC

SIDEWALK

0'

3/ 4"

FI

EL

D V

ER

IF

Y

00-CS-500

00-CS-500

TYP

NOTE: GC TO PROVIDE

SHOP DRAWINGS FOR

SITE LIGHTING LAYOUT

TO COMPY WITH THE VA

ELECTRICAL DESIGN

MANUAL AND ALL LOCAL

CODES

6'

0"

PROVIDE AND INSTALL POLE MOUNTED FULL CUT

OFF LED LUMINAIRES ENCLOSED IN UL RATED WP

HOUSINGS - TRENCH POWER TO PANEL IN CONDUIT

SEE 8/AS-500 FOR BASE DETAIL

PROVIDE AND INSTALL POLE

MOUNTED FULL CUT OFF LED

LUMINAIRES ENCLOSED IN UL

RATED WP HOUSINGS - TRENCH

POWER TO PANEL IN CONDUIT SEE

8 ON 00-CS-500 FOR BASE DETAIL

PROVIDE AND INSTALL POLE MOUNTED

FULL CUT OFF LED LUMINAIRES

ENCLOSED IN UL RATED WP

HOUSINGS - TRENCH POWER TO

PANEL IN CONDUIT SEE 8/AS-500 FOR

BASE DETAIL

7' - 0"

155' - 8 1/4" +/- FIELD VERIFY

NEW ASPHALT

PAVEMENT. SEE

DETAILS AND SPEC

IN AREAS BETWEEN ASPHALT AND

PROPERTY LINE OR EXISTING

SIDEWALK, FILL WITH GRAVEL.

NEW 6'-0" TALL BLACK PVC COATED

CHAIN LINK FENCE INSTALLED 1'-0"

OFF PROPERTY LINE.

IN AREAS BETWEEN ASPHALT AND

PROPERTY LINE OR EXISTING

SIDEWALK, FILL WITH GRAVEL.

6" CURB

NEW 6'-0" TALL BLACK PVC COATED

CHAIN LINK FENCE INSTALLED 1'-0"

OFF PROPERTY LINE.

IN AREAS BETWEEN ASPHALT AND

PROPERTY LINE OR EXISTING

SIDEWALK, FILL WITH GRAVEL.

NEW 6'-0" TALL BLACK PVC COATED

CHAIN LINK FENCE INSTALLED 1'-0"

OFF PROPERTY LINE.

IN AREAS BETWEEN ASPHALT AND

PROPERTY LINE OR EXISTING

SIDEWALK, FILL WITH GRAVEL.

EX

IS

TI

N

G C

O N

C

SI

D

EW

AL

K

CIVIL SITE PLAN NOTES

GENERAL NOTES:

1. THE CONTRACTOR SHALL VISIT AND REVIEW THE SITE PRIOR TO BIDDING AND

CONSTRUCTION.

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

AND NECESSARY ITEMS TO COMPLETE THE WORK WITHIN THE BID PRICE.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE PROPERY

BOUNDARY MARKINGS TO ENSURE FENCING AND OTHER ITEMS ARE PLACED

WITHIN VA PROPERTY BOUNDARIES.

CONSTRUCTION LIMITS

1. CONTRACTOR MUST RESPECT ALL CONSTRUCTION PERMIT BOUNDRIES AS

SHOWN. ALL WORK MUST BE DONE WITHIN THESE BOUNDRIES . 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

THE ESTABLISHED BOUNDRIES. 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.

SAFETY

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. EXCAVATION AND SLOPES: 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.

PERMITS

1. IF UTILITY AND/OR CITY PERMITS ARE REQUIRED, WORK CANNOT COMMENCE

UNTIL PERMITS ARE OBTAINED.

2. CONTRACTOR MUST IMPLEMENT SWPPP PRIOR TO CONSTRUCTION.

SCHEDULING / ACCESS

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 7

CALENDAR DAYS PRIOR TO COMMENCEMENT OF WORK.

GRADING / LIMIT OF DISTURBANCE

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

ALL SEEDED AREAS PRIOR TO THE PLACEMENT OF SEED. THE CONTRACTOR

MUST SALVAGE EXISTING TOPSOIL FROM AREAS WHERE REMOVED.

2. 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.

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

EHRM CERNER ADMIN SPACE SUPPORT-

JOHN COCHRAN - ST. LOUIS, MO

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICE JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

4/

/2

6:

:0

PM

00-CS-100

CIVIL SITE PLAN

HT-WJS

3 4CM04/23/2021

657-21-710JC

BID DOCUMENTS

1" = 10'-0"1 CIVIL SITE PLAN N

TRUE PLAN

N

12" = 1'-0"

GENERAL SITE PLAN NOTES

9' - 0"

4" PAINTED

STRIPE

TYP.

3'

6"

2'

6" M

IN

BASE

1' - 4" ø CONC

ROUNDED CONC FILL AT TOP

6" ø STEEL BOLLARD, SCHED 40

PIPE GALV FILLED WITH

CONCRETE - PAINT TRAFFIC

YELLOW WITH 2 COATS EPOXY

TO 16-20 MIL. DFM.

TOOLED JOINT W/SEALANT

SEALANT ALL

AROUND

NOTE:

REFER TO SPEC DIVISION

03-CONCRETE, DIVISION

05-METALS

CONC BRICK

6' -0

2'

-6

Note:

1. Contractor to submit shop drawings for Medical Center review/approval

2. Fence to be PVC coated - black

1' - 0" FIELD VERIFY 1' - 0"

1'

0"

FI

EL

D V

ER

IF

Y 1'

0"

DISTRIBUTION

PANEL

SECTION

PLAN

REINFORCED

CONCRETE PAD

GRAVEL BASE

CONDUIT AND

CABLES

1' - 0" 1' - 0" FIELD VERIFY 1' - 0" 1' - 0"

0'

4" 0'

4"

VERIFY WITH DISTRIBUTION PANEL

MANUFACTURERS RECOMENDATIONS

FOR PAD SIZE, THICKNESS, AND BASE

BASE

2' - 0" ø CONC

LIGHT POLE

DRY PACK

GROUT AT BASE

FINISHED GRADE

NOTE:

REFER TO SPEC DIVISION

03-CONCRETE, DIVISION

05-METALS

ELECTRICAL

CONDUIT

4'

-6 " D

EP

TH

M

IN

IM

U

M 4'

-0

BOLT COVER

0' - 3" MIN. 0' - 3" MIN.

CONCRETE

BASE 3000 PSI

1" CHAMFER

VERIFY BOLT

PLACEMENT W/

POLE MFG PRIOR

TO ROUGH-IN

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

EHRM CERNER ADMIN SPACE SUPPORT-

JOHN COCHRAN - ST. LOUIS, MO

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICE JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

4/

/2

6:

:3

PM

00-CS-500

CIVIL SITE DETAILS

HT-WJS

4 4CM04/23/21

657-21-710JC

BID DOCUMENTS

1/4" = 1'-0"1 STANDARD SPACE

3/4" = 1'-0"3 BOLLARD AT SLAB-ON-GRADE DETAIL

1 1/2" = 1'-0"4 ASPHALT PAVING DETAIL

1 1/2" = 1'-0"5 CURB DETAIL

12" = 1'-0"6 CONCRETE PARKING BLOCK DETAIL

1 1/2" = 1'-0"2 FENCE DETAIL

3/4" = 1'-0"7 TRANSFORMER PAD PLAN

3/4" = 1'-0"8 LIGHT POLE BASE DETAIL