2.8 - Drawings 8 of 13 - Landscape.pdf

07/07/2022 DV MLH

24-L-001

LANDSCAPE ABBREVIATIONS &

NOTES

A. VERIFY ALL PLAN DIMENSIONS PRIOR TO THE START OF CONSTRUCTION.

CONTACT THE VHA COR TO ADDRESS QUESTIONS OR TO CLARIFY ANY

DISCREPANCIES.

B. SUBMIT A CHANGE ORDER FOR APPROVAL FOR ANY CHANGES TO SCOPE

OF WORK RESULTING FROM FIELD CONDITIONS OR DIRECTION BY VHA COR

WHICH REQUIRE ADDITIONAL COST TO THE VHA PRIOR TO PERFORMANCE

OF WORK.

C. CONTRACTOR MUST CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THE

PLANS, WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, AND

SATISFACTORY TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD

SITE CONDITIONS BE DIFFERENT THAN REPRESENTED ON THE PLANS OR

UNSATISFACTORY TO THE CONTRACTOR, THE CONTRACTOR MUST

CONTACT THE VHA COR FOR CLARIFICATION AND FURTHER DIRECTION.

D. CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIRED

APPLICATIONS, PERMITS, LICENSES, INSPECTIONS AND METERS

ASSOCIATED WITH WORK.

E. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES OR PENALTIES

ASSESSED TO THE VHA RELATING TO ANY VIOLATIONS OR

NON-CONFORMANCE WITH THE PLANS, SPECIFICATIONS, CONTRACT

DOCUMENTS, JURISDICTIONAL CODES, OR REGULATORY AGENCIES.

F. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL UTILITY

LOCATES PRIOR TO ANY EXCAVATION. REFER TO CIVIL DEMOLITION PLANS

FOR APPROXIMATE UTILITY LOCATIONS AND DETAILS. NOTIFY VHA COR IF

EXISTING OR PROPOSED UTILITIES INTERFERE WITH THE ABILITY TO

PERFORM WORK.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES,

ADJACENT OR EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR

ANY PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE

CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING

INSTALLATION, ESTABLISHMENT OR DURING THE SPECIFIED MAINTENANCE

PERIOD. ALL DAMAGES MUST BE REPAIRED TO PRE-CONSTRUCTION

CONDITIONS AS DETERMINED BY THE VHA COR. CONTRACTOR IS

RESPONSIBLE FOR LOGGING ANY DAMAGES PRIOR TO START OF

CONSTRUCTION AND DURING THE CONTRACT PERIOD.

H. ALL WORK MUST BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION

LIMITS AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS

DISTURBED OUTSIDE THESE LIMITS MUST BE RETURNED TO THEIR

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IN THE EVENT THE

CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS,

WRITTEN PERMISSION MUST BE OBTAINED FROM THE VHA COR PRIOR TO

ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK.

I. COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEAN-OUT AREAS

WITH VHA COR.

J. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY

FENCING AND BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS,

EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCH

FACILITIES ARE COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS

AND MANUFACTURER'S RECOMMENDATIONS.

K. THE CONTRACTOR MUST PREVENT SEDIMENT, DEBRIS, AND ALL OTHER

POLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER

SYSTEM DURING ALL DEMOLITION AND CONSTRUCTION OPERATIONS THAT

ARE PART OF THIS PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE

FOR ANY FINES OR PENALTIES ASSESSED TO THE VHA RELATING TO THESE

REQUIREMENTS DURING THEIR CONTRACTED COURSE OF WORK.

L. KEEP THE PREMISES CLEAN AND ORDERLY DURING CONSTRUCTION.

DISPOSE OF ALL REMOVED MATERIALS AT AN APPROVED DUMP SITE

WITHIN 24 HOURS OF REMOVAL. STOCKPILING ON THE SITE WILL BE

ALLOWED ONLY WITH APPROVAL FROM THE VHA COR.

M. THE CONTRACTOR MUST TAKE MEASURES TO PROTECT EXISTING TREES

AND OTHER PLANT MATERIAL NOT INDICATED FOR REMOVAL FROM ANY

DAMAGES DURING THE PROGRESS OF WORK.

A

ABAN

ABBRV

ABC

AC

ACP

AD

ADA

AGGR

ALT

APPROX

ASB

ASCE

ASI

ASPH

ASSY

AVE

AWWA

B

BC

BCV

BDRY

BFP

BFV

BITUM

BL

BLDG

BLT

BLVD

BM

BN

BRG

BSTR

BV

C

CAP

CB

CD

CDW

CDWR

CDWS

CEM

CF

CFS

CHFR

CHK

CHKV

CI

CIP

CJ

CL

CLL

CLOS

CMP

CND

CNDS

CO

CONC

CONSTR

CONSULT

CONTR

COORD

COR

COTG

COV

COV PL

CPLG

CPP

CRP

CRT YD

CSB

CSI

CSP

CSTL

CU

CU FT

CU IN

CU YD

CV

CW

D

DA

DAT

D-B

DBA

DEG

DEL

DEMO

DEPT

DET

DEV

DHW

DI

DIA

DIFF

DIM

DIP

DOM

DR

DS

DSBL

DW

DWG

DWR

DWS

DRAINAGE AREA

DATUM

DESIGN-BUILD

UNIT OF SOUND LEVEL

DEGREE

DELETE

DEMOLITION

DEPARTMENT

DETAIL

DEVELOPMENT

DOMESTIC HOT WATER

DROP INLET

DIAMETER

DIFFERENCE OR DIFFERENTIAL

DIMENSION

DUCTILE IRON PIPE

DOMESTIC

DRAIN OR DRIVE

DOWNSPOUT

DISABLE

DOMESTIC WATER

DRAWING

DOMESTIC WATER RETURN OR DRAWER

DOMESTIC WATER SUPPLY

CAPACITY

CATCH BASIN OR CEMENT BASE

CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CHILLED DRINKING WATER

CHILLED DRINKING WATER RETURN

CHILLED DRINKING WATER SUPPLY

CEMENT OR CEMETERY

CONTRACTOR FURNISHED

CUBIC FEET PER SECOND

CHAMFER

CHECK

CHECK VALVE

CAST IRON OR CURB INLET

CAST-IN-PLACE OR CAST IRON PIPE

CONSTRUCTION JOINT OR CONTROL JOINT

CENTER LINE, CLASS, OR CLOSE

CONTRACT LIMIT LINE

CLOSURE

CORRUGATED METAL PIPE

CONDUIT

CONDENSATE

CONCENTRIC OR CONCRETE

CONSTRUCTION

CONSULTANT

CONTRACT OR CONTRACTOR

COORDINATE

CONTRACTING OFFICER'S REPRESENTATIVE

CLEANOUT TO GRADE

COVER OR CUT OFF VALVE

COVER PLATE

COUPLING

CORRUGATED PLASTIC PIPE

CONDENSATE RETURN PUMP

COURTYARD

CONCRETE SPLASH BLOCK

CONSTRUCTION SPECIFICATIONS INSTITUTE

CONCRETE SEWER PIPE

CAST STEEL

COPPER OR CUBIC

CUBIC FEET

CUBIC INCH

CUBIC YARD

CONTROL VALVE

CLOCKWISE

BACK OF CURB

BUTTERFLY CHECK VALVE

BOUNDARY

BACKFLOW PREVENTER

BUTTERFLY VALVE

BITUMINOUS

BASE LINE

BUILDING

BUILT

BOULEVARD

BENCHMARK

BULLNOSE

BEARING

BOOSTER

BALL VALVE

ABANDON

ABBREVIATION

AGGREGATE BASE COURSE

ASPHALTIC CONCRETE

ASPHALTIC CONCRETE PAVING

AREA DRAIN

AMERICANS WITH DISABILITIES ACT

AGGREGATE

ALTERNATE OR ALTITUDE

APPROXIMATE

ASBESTOS

AMERICAN SOCIETY OF CIVIL ENGINEERS

ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASPHALT

ASSEMBLY

AVENUE

AMERICAN WATER WORKS ASSOCIATION

E

EC

EJ

EL

ENGR

EOS

EP

EPA

EPT

EQ

EQL SP

ERD

ESMT

EST

EXIST

EXP

EXST GR

EXT

F F

FD

FES

FFE

FG

FH

FLG

FLUOR

FN

FOC

FP

FPM

FPS

FPW

FSP

FSS

FT

FTG

FW

G G

G LN

GA

GAL

GC

GCO

GDR

GI

GIP

GL

GPH

GPM

GTV

GUT

H

H&CW

HAZ MAT

HB

HDPE

HNDRL

HP

HV

HYD

HYDR

I

ID

IMH

INCL

INCR

INSTL

INV

INV EL

IP

IPS

IPT

IW

L

LAT

LF

LIN

LNG

LOC

LONG

LOS

LP

LS

LT

LTG

M

MAINT

MAX

MED

MER

MFD

MFG

MGT

MH

MIN

MISC

ML

MN

MOD

MON

MULT

MUNIC

MAINTENANCE

MAXIMUM

MEDIUM

MERIDIAN

MANUFACTURED

MANUFACTURING

MANAGEMENT

MANHOLE

MINIMUM

MISCELLANEOUS

MATERIALS LIST

MAGNETIC NORTH

MODEL OR MODIFY

MONUMENT

MULTIPLE

MUNICIPAL

S

SAMP

SAN

SB

SCHED

SCP

SD

SDL

SDMH

SE

SECT

SEG

SEP TNK

SF

SJ

SLV

SAMPLE

SANITARY

SPLASH BLOCK

SCHEDULE

SCUPPER

STORM DRAIN

SADDLE

STORM DRAIN MANHOLE

SPOT ELEVATION

SECTION

SEGMENT

SEPTIC TANK

SQUARE FOOT (FEET)

SCORED JOINT

SLEEVE

LATITUDE

LINEAR FEET (FOOT)

LINEAR

LONGITUDE

LOCATION

LONGITUDINAL

LINE OF SIGHT

LOW POINT

LUMP SUM

LIGHT

LIGHTING

INSIDE DIAMETER OR INSIDE DIMENSION

INLET MANHOLE

INCLUDED

INCREMENT

INSTALL

INVERT

INVERT ELEVATION

IRON PIPE

IRON PIPE SIZE

IRON PIPE THREADED

IRRIGATION WATER

HOT AND COLD WATER

HAZARDOUS MATERIALS

HOSE BIBB

HIGH DENSITY POLYETHYLENE

HANDRAIL

HIGH POINT

HOSE VALVE

HYDRANT

HYDRAULIC

Q

QTR

QTY

QUAD

QUAL

R R

RAD

RC

RCB

RCCP

RCP

RD

RDC

REP

REPL

REQ

REQD

RESIL

RFI

RFP

ROW

RT

RW

RWL

RWR

QUARTER

QUANTITY

QUADRANT

QUALITY

RADIUS OR RANGE

RADIAN

REINFORCED CONCRETE

REINFORCED CONCRETE BOX

REINFORCED CONCRETE CULVERT PIPE

REINFORCED CONCRETE PIPE

ROAD OR ROOF DRAIN

REDUCER

REPAIR

REPLACE

REQUIRE

REQUIRED

RESILIENT

REQUEST FOR INFORMATION

REQUEST FOR PROPOSAL

RIGHT OF WAY

RIGHT

ROADWAY

RAIN WATER LEADER

RECESSED WASTE RECEPTACLE

EDGE OF CURB

EXPANSION JOINT

EASEMENT LINE OR ELEVATION

ENGINEER

EDGE OF SLAB

EDGE OF PAVEMENT (PAVING)

ENVIRONMENTAL PROTECTION AGENCY

EXTERNAL PIPE THREAD

EQUAL

EQUALLY SPACED

EXISTING ROOF DRAIN

EASEMENT

ESTIMATE

EXISTING

EXPANSION

EXISTING GRADE

EXTERIOR

FAHRENHEIT, FEMALE, FIRE LINE

FLOOR DRAIN

FLARED END SECTION

FINISH FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FLANGE

FLUORESCENT

FENCE

FACE OF CURB

FIRE PROTECTION OR FLAGPOLE

FEET PER MINUTE

FEET PER SECOND

FIRE PROTECTION WATER SUPPLY

FIRE STANDPIPE

FLOW SENSING SWITCH

FEET OR FOOT

FOOTING

FLOOD WALL

GROUND OR NATURAL GAS

GAS LINE

GAGE

GALLON

GENERAL CONTRACTOR

GRADE CLEANOUT

GUARD RAIL

GALVANIZED IRON

GALVANIZED IRON PIPE

GROUND LEVEL

GALLONS PER HOUR

GALLONS PER MINUTE

GATE VALVE

GUTTER

O

OC

OD

OFD

OPNG

OZ

P P

PA

PB

PC

PCA

PCC

PCCP

PCT

PED

PEN

PERF

PERIM

PERM

PERP

PG

PH

PI

PIV

PL

PLAS

PMPSCT

PN

POLY

PORT

POTW

POW LN

PP

PR

PRCST

PREFMD

PRELIM

PREP

PROP

PRV

PS CONC

PSI

PSL

PT

PT CONC

PV

PVC

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OPENING

OUNCE

PUMP

PIPE ANCHOR

PULL BOX

POINT OF CURVE

PORTLAND CEMENT ASSOCIATION

PRECAST CONCRETE

CONCRETE PAVEMENT

PERCENT

PEDESTAL

PENETRATE

PERFORATED

PERIMETER

PERMANENT

PERPENDICULAR

PRESSURE GAGE OR PROFILE GRADE

PHASE

POINT OF INTERSECTION

POST INDICATOR VALVE

PROPERTY LINE

PLASTIC OR PLASTER

PUMP SUCTION

PART NUMBER

POLYETHYLENE (PLASTIC)

PORTABLE

POTABLE WATER

POWER LINE

POLYPROPYLENE (PLASTIC)

PUMPED RETURN

PRECAST

PREFORMED

PRELIMINARY

PREPARATION

PROPERTY

PRESSURE REGULATOR VALVE OR

PRESSURE RELIEF VALVE

PRESTRESSED CONCRETE

POUNDS PER SQUARE INCH

PIPE SLEEVE

POST TENSIONED

POST-TENSIONED CONCRETE

PAVED

POLYVINYL CHLORIDE (PLASTIC)

U

UFC

UGND

UNO

UP

UPS

UTIL

V

VAR

VB

VC

VCP

VERT

VIC

VIF

VOL

W W W/ W/O

WI

WL

WM

WM

WO

WP

WT

WT EL

WTR

WW

WWF

X, Y, Z, MISC

XFMR

YD

VARIES

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VERTICAL

VICINITY

VERIFY IN FIELD

VOLUME

WASTE, WEST, OR WIDE

WITH

WITHOUT

WROUGHT IRON

WATER LINE

WATER METER WIRE MESH

WIRE MESH WATER METER

WORK ORDER

WATER PUMP

WATER TABLE

WATER ELEVATION

WATER

WASTE WATER

WELDED WIRE FABRIC

TRANSFORMER

YARD

AND

AT

UNIFORM FIRE CODE

UNDERGROUND

UNLESS NOTED OTHERWISE

UTILITY POLE

UNINTERRUPTIBLE POWER SUPPLY

UTILITY

N N

NA

NAT

NATL

NBC

NE

NIC

NO

NTS

NOM

NORM

NRCP

NTP

NTS

NORTH

NOT APPLICABLE

NATURAL

NATIONAL

NATIONAL BUILDING CODE

NOT EXCEEDING

NOT IN CONTRACT

NUMBER

NOT TO SCALE

NOMINAL

NORMAL

NON-REINFORCED CONCRETE PIPE

NOTICE TO PROCEED

NOT TO SCALE

SMH

SMP

SOV

SP

SPEC

SPKLR

SPLY

SPR

SQ

SQ IN

SQ YD

SR

SS

SSP

SST

ST

STA

STD

STM

SURV

SUTK

SW

SWR

SYM

T T&M

TAN

TBM

TB-XX

TBC

TC

TCP

TD

TE

TEMP

TF

THK

THRU

TMH

TN

TNL

TO

TO FDN

TOB

TOC

TOPO

TOS

TR

TW

TYP

TIME AND MATERIALS

TANGENT

TEMPORARY BENCHMARK

TEST BORING-XX (E.G., TB-01)

TOP OF BACK CURB

TOP OF CURB

TRAFFIC CONTROL PLAN

TRENCH DRAIN

TOP ELEVATION

TEMPORARY

TOP OF FOOTING

THICKNESS

THROUGH

TOP OF MANHOLE

TRUE NORTH

TUNNEL

TOP OF ___

TOP OF FOUNDATION

TOP OF BEAM

TOP OF CONCRETE

TOPOGRAPHY

TOP OF SLAB

TOP OF RIM

TOP OF WALL

TYPICAL

STEAM MANHOLE

SUMP PUMP

SHUT OFF VALVE

STANDPIPE OR SUMP PIT

SPECIFICATION

SPRINKLER

SUPPLY

SPRINKLER LINE

SQUARE

SQUARE INCH

SQUARE YARD

STEAM RETURN

SANITARY SEWER

STAINLESS STEEL PIPE

STAINLESS STEEL

STREET OR STORM SEWER

STATION

STANDARD

STEAM

SURVEY

SUMP TANK

SIDEWALK

SEWER

SYMBOL

VHA VETERANS HEALTH ADMINISTRATION

CONTRACTING OFFICER OR CERTIFICATE

OF OCCUPANCY

MFR MANUFACTURER

LANDSCAPE ABBREVIATIONS

VEG 21.21

657-21-703JB

1 JEFFERSON BARRACKS DR ST. LOUIS, MO 63125

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

07/07/2022 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCS EHRM TRAINING AND ADMIN

SPACE SUPPORT

GENERAL NOTES

Revisions:

100% BID DOCS

STM

STM

ST

M

ST

M

ST

M

STM

STM

STM

STM

STM

STM

STM

STM

STM

CONCRETE SIDEWALK

CONCRETE SIDEWALK

W/ RAILINGS

CONCRETE SIDEWALK

STM

STM

STM

E

LT E

E

EXISTING

3 STORY STUCCO

BUILDING 24

SIDEW

ALK FRO

M

EAST CIRCLE DRIVE

(CO

NSTRUCTIO

N ACCESS)

JEFFERSON BARRACKS DR.

07/07/2022 DV MLH

24-LS-101

SITE PLAN

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

SITE LIGHTING

STORM SEWER MANHOLE

POWER MANHOLE

SANITARY SEWER MANHOLE

DECORATIVE DRY CREEK BED

MULCHED PLANTING BED

EXISTING DECIDUOUS TREE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS SHRUB

E

S

1. NEW CONCRETE SIDEWALK. SEE CIVIL SHEETS FOR DETAILS.

2. REPLACE METAL EDGING DAMAGED OR REMOVED DURING CONSTRUCTION.

SEE SECTION 329000.

3. DECORATIVE DRY CREEK BED. SEE SHEET 24-LK-501 FOR DETAILS.

4. MOSS ROCK BOULDERS. BASIS OF DESIGN, BRENTWOOD MATERIAL COMPANY.

SUBMIT SAMPLES FOR APPROVAL BY VHA COR AND LANDSCAPE ARCHITECT.

5. REPAIR PAINTED FINISH OF HANDRAIL WHERE SECTION WAS REMOVED AT

NEW SIDEWALK. FINISH TO MATCH EXISTING. SEE SECTION 329000.

VEG 21.21

657-21-703JB

1 JEFFERSON BARRACKS DR ST. LOUIS, MO 63125

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

07/07/2022 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCS EHRM TRAINING AND ADMIN

SPACE SUPPORT

00KEYNOTES

GENERAL NOTES

Revisions:

100% BID DOCS

LEGEND

No rth

SCALE:

1" = 10' 5' 10' 20' 30' 40'2'-6"

SITE PLAN

NO EXCAVATION

WITHIN DRIP LINE

OF EXISTING TREE

NO EXCAVATION

WITHIN DRIP LINE

OF EXISTING TREE

WINDOW WELL WITH

GRATE & STORM DRAIN

EXISTING

UNDERGROUND

STORM LINE1

24-LS-401

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 TEMPORARY CONSTRUCTION SIGNAGE,

INCLUDING BUT NOT LIMITED TO CONSTRUCTION ACCESS, DETOUR SIGNAGE

PARKING LOT CLOSURES AND EXIT/ENTRANCES.

C. PROTECT EXISTING STORM INLETS FROM UNNECESSARY CONSTRUCTION

AND/OR GRADING. PROTECT OFFSITE AREAS FROM SEDIMENTATION DURING

GRADING OPERATIONS USING BMP PRACTICES.

D. PROTECT ALL EXISTING TREES AND SHRUBS IN PLACE DURING DEMOLITION

AND CONSTRUCTION.

E. SEE CIVIL DRAWINGS FOR STORM SEWER AND GRADING INFORMATION.

F. SEE SHEET 24-CS-501 FOR CONCRETE SIDEWALK LAYOUT AND DETAILS.

G. BASIS OF DESIGN FOR ALL LANDSCAPE ROCK: SUPPLIER - BRENTWOOD

MATERIAL COMPANY IN BRENTWOOD, MO

H. SUBMIT SAMPLES OF ALL LANDSCAPE ROCK FOR APPROVAL BY VHA COR

AND LANDSCAPE ARCHITECT.

CONCRETE SIDEWALK

W/ RAILINGS

E

LT

E

E

JEFFERSON BARRACKS DR.

No rth

07/07/2022 DV MLH

24-LS-401

ENLARGED SITE PLAN

VEG 21.21

657-21-703JB

1 JEFFERSON BARRACKS DR ST. LOUIS, MO 63125

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

07/07/2022 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCS EHRM TRAINING AND ADMIN

SPACE SUPPORT

GENERAL NOTES

Revisions:

100% BID DOCS

SCALE: 1" = 5'

0 2'-6" 5' 10' 10' 20'

ENLARGED SITE PLAN

LIMITS OF CONSTRUCTION

PROJECT LIMITS

DECORATIVE DRY CREEK BED

SANDSTONE LANDSCAPE BOULDERS

EXISTING DECIDUOUS TREE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS SHRUB

LEGEND

MOSS ROCK BOULDERS (TYPE A & B)

DRY CREEK BED

PRECEDENT IMAGES

TYPE A

BOULDER

TYPE B

BOULDERS

ALIGN EDGE OF CREEK BED WITH

CORNER OF EXISTING STEP

ALIGN EDGE OF CREEK BED

WITH CORNER OF NEW STEP

REINFORCE EDGE OF CREEK BED WITH

TYPE C BOULDERS. WIDTH OF BED

VARIES. SEE 4/24-LK-501 FOR DETAILS

CANADIAN COBBLE BOULDERS (TYPE C)

SQUAW VALLEY FLATS (CREEK BED)

~3.67'

~4.00'

PROTECT EXISTING TREES IN

PLACE DURING CONSTRUCTION

OF SIDEWALK & DRY CREEK BED

NO EXCAVATION WITHIN DRIP LINE

EXISTING HANDRAIL TO BE CUT TO

ACCOMMODATE NEW SIDEWALK.

REPAIR FINISH TO MATCH EXISTING

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 TEMPORARY CONSTRUCTION SIGNAGE,

INCLUDING BUT NOT LIMITED TO CONSTRUCTION ACCESS, DETOUR SIGNAGE

PARKING LOT CLOSURES AND EXIT/ENTRANCES.

C. PROTECT EXISTING STORM INLETS FROM UNNECESSARY CONSTRUCTION

AND/OR GRADING. PROTECT OFFSITE AREAS FROM SEDIMENTATION DURING

GRADING OPERATIONS USING BMP PRACTICES.

D. PROTECT ALL EXISTING TREES AND SHRUBS IN PLACE DURING DEMOLITION

AND CONSTRUCTION.

E. SEE CIVIL DRAWINGS FOR STORM SEWER AND GRADING INFORMATION.

F. SEE SHEET 24-CS-501 FOR CONCRETE SIDEWALK LAYOUT AND DETAILS.

G. BASIS OF DESIGN FOR ALL LANDSCAPE ROCK: SUPPLIER - BRENTWOOD

MATERIAL COMPANY IN BRENTWOOD, MO

H. SUBMIT SAMPLES OF ALL LANDSCAPE ROCK FOR APPROVAL BY VHA COR

AND LANDSCAPE ARCHITECT.

HOLD EDGE OF DRY CREEK

BED MIN OF 2' FROM TREE

TYPE A 42" x 42" MAX, 36" X 36" MIN MOSS ROCK BOULDERS

TYPE B 42" X 30" MAX, 30" X 18" MIN MOSS ROCK BOULDERS

TYPE C 18" X 18" MAX, 8" X 8" MIN CANADIAN COBBLE BOULDERS

RIVER ROCK 1" to 5" SQUAW VALLEY FLATS COBBLE

LANDSCAPE ROCK LEGEND

W/ RAILINGS

GRASS

GRASS

GRASS

GRASS

CONCRETE SIDEWALK

E

LT E

E

SIDEW

ALK FRO

M

EAST CIRCLE DRIVE

(CO

NSTRUCTIO

N ACCESS)

0 51

1 51 2 51 3 51

EXISTING

3 STORY STUCCO

BUILDING 24

JEFFERSON BARRACKS DR.

No rth

07/07/2022 DV MLH

24-LP-101

PLANTING PLAN

VEG 21.21

657-21-703JB

1 JEFFERSON BARRACKS DR ST. LOUIS, MO 63125

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

07/07/2022 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCS EHRM TRAINING AND ADMIN

SPACE SUPPORT

GENERAL NOTES

Revisions:

100% BID DOCS

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

EXISTING CONTOURS

NEW TURF GRASS SOD

DECORATIVE DRY CREEK BED

MULCHED PLANTING BED

SANDSTONE LANDSCAPE BOULDERS

EXISTING DECIDUOUS TREE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS SHRUB

A. SOD IS TURF-TYPE FESCUE MIX. IRRIGATION IS NOT INCLUDED.

B. MULCH FOR ALL PLANTINGS IS ORGANIC.

C. IRRIGATION IS NOT INCLUDED FOR ALL SITE AREAS.

24-LP-401

LEGEND

SCALE:

1" = 10' 5' 10' 20' 30' 40'2'-6"

PLANTING PLAN

24-LP-401

W/ RAILINGS

E

LT

E

E

1 51 2 51 3 51

CONCRETE SIDEWALK

STM

STM

STM

No rth

07/07/2022 DV MLH

24-LP-401

ENLARGED PLANTING PLANS

VEG 21.21

657-21-703JB

1 JEFFERSON BARRACKS DR ST. LOUIS, MO 63125

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

07/07/2022 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCS EHRM TRAINING AND ADMIN

SPACE SUPPORT

GENERAL NOTES

Revisions:

100% BID DOCS

SCALE: 1" = 5'

0 2'-6" 5' 10' 10' 20'

WEST ENTRY

A. SOD IS TURF-TYPE FESCUE MIX. IRRIGATION IS NOT INCLUDED.

B. MULCH FOR ALL PLANTINGS IS ORGANIC PER SECTION 329000.

C. IRRIGATION IS NOT INCLUDED FOR ALL SITE AREAS.

AG (10) / SA (10)

LM (20)

LM (60)

LM (8)

LM - VARIEGATED CREEPING LILY TURF SA- SEDUM AUTUMN JOYAG - GLOBE MASTER ALLIUM

LIMITS OF CONSTRUCTION

PROJECT LIMITS

EXISTING CONTOURS

NEW TURF GRASS SOD

DECORATIVE DRY CREEK BED

SANDSTONE LANDSCAPE BOULDERS

EXISTING DECIDUOUS TREE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS SHRUB

LEGEND

No rth

SCALE: 1" = 5'

0 2'-6" 5' 10' 10' 20'

NEW DOOR AT CANTEEN STORAGE

NEW SOD TO

MATCH EXISTING

NEW SOD TO

MATCH EXISTING

NEW SOD TO

MATCH EXISTING

EXISTING TREE

EXISTING TREE

EXISTING

UNDERGROUND

STORM LINE

WINDOW WELL WITH

GRATE & STORM DRAIN

EXISTING TREE

GROUNDCOVER

PLANT MATERIAL

ORGANIC MULCH PER

SECTION 32 90 00

EXISTING SUBGRADE

VARIES

TYPICAL TRIANGULATED LAYOUT

(SPACING VARIES SEE PLANT LIST)

PLANTING SOIL PER

SECTION 329000

VARIES

EXISTING SHRUBS

ORGANIC MULCH

IN PLANTING BEDS

METAL EDGING TO BE 2" ABOVE FINISH

GRADE TO SEPARATE PLANTED AREA FROM

ADJACENT LAWN

6" MIN.

VARIES

4" MIN.

FINISHED GRADE

PERENNIAL PLANT MATERIAL

ORGANIC MULCH

PER SECTION 329000

4" DEEP COMPACTED

GRAVEL BASE

SLOPED SIDES

GEOTEXTILE FABRIC PER

SECTION 329000

EXTEND MIN OF 12" BEYOND

EDGE OF CREEK BED

COARSE GRAVEL

DEPRESSION IN SOIL FOR BOULDERS

AT EDGE OF CREEK BED, SET

BOULDERS ON GEOTEXTILE FABRIC

NOTES

1. DIG TRENCH 12" - 15" DEEP, SLOPE SIDES. VARY WIDTH FROM 2'- 4',

IN CURVILINEAR FORM, AS SHOWN ON PLAN.

2. REMOVE ROCKS, ROOTS AND OTHER SHARP OBJECTS FROM

BOTTOM AND SIDES OF TRENCH.

3. TAMP BOTTOM AND SIDES OF TRENCH.

4. LAY GEOTEXTILE FABRIC PERPENDICULAR TO LONG AXIS OF CREEK

BED AND EXTEND IT A MIN OF 12" UP AND OVER THE EDGE OF THE

CREEK BED.

5. CREATE DEPRESSIONS IN SOIL AT EDGE OF CREEK BED FOR SMALL

BOULDERS. PLACE TYPE C BOULDERS ON TOP OF GEOTEXTILE

FABRIC, GROUPING THEM TO CREATE A NATURAL AND RANDOM

LOOK. BACKFILL AROUND BOULDERS WITH SOIL REMOVED WHEN

DIGGING TRENCH.

6. LAY 6-8" OF COARSE GRAVEL ALONG BOTTOM OF CREEK BED.

7. PLACE 3-4" OF SMOOTH RIVER ROCK COBBLE ON TOP OF GRAVEL.

PERENNIAL GROUNDCOVER

TYPE C BOULDERS

SMOOTH BEACH PEBBLE ROCK

12-15" DEEP TRENCH

07/07/2022 DV MLH

24-LK-501

LANDSCAPE DETAILS

VEG 21.21

657-21-703JB

1 JEFFERSON BARRACKS DR ST. LOUIS, MO 63125

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

07/07/2022 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCS EHRM TRAINING AND ADMIN

SPACE SUPPORT

Revisions:

100% BID DOCS

NOT TO SCALE

PERENNIALS/GROUNDCOVER

NOT TO SCALE

METAL EDGING AT PLANTING BED

NOT TO SCALE

TYPE A & B LANDSCAPE BOULDERS

NOT TO SCALE

DRY CREEK BED - SECTION