ATTACHMENT 10 - Drawings - Landscape.pdf

05/26/2023 DV MLH

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. 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.

C. 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.

D. 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.

E. 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.

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

WITH VHA COR.

G. 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.

H. 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.

I. KEEP THE PREMISES CLEAN AND ORDERLY DURING CONSTRUCTION.

DISPOSE OF ALL REMOVED MATERIALS AT AN APPROVED DUMP SITE

WITHIN 24 HOURS OF REMOVAL.

J. 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 / APPROXIMATELY

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 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

GENERAL NOTES

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

17 188

POC POINT OF CONNECTION

W

ST

S

S

ST

SS

ST ST

ST

LIMIT OF WORK

LIM

IT

O F

W

OR

K

LIM

IT

O F

W

OR

K

LIM

IT

O F

W

OR

K

LIMIT OF WORK

LIMIT OF WORK

VEG 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

00KEYNOTES

LEGEND

GENERAL NOTES

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

SCALE: 1" = 20'

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

SITE LAYOUT PLAN

N or th

05/26/2023 DV MLH

LS101

SITE LAYOUT PLAN

1. EXISTING TREE. PROTECT IN PLACE, NO EXCAVATION WITHIN DRIP LINE.

2. EXISTING PLANTING BED TO REMAIN.

3. TEMPORARY SIDEWALK. SEE CIVIL SHEETS FOR DETAILS. TO BE REMOVED

PRIOR TO INSTALLATION OF LANDSCAPE.

4. LINE OF CANOPY ABOVE.

5. DARK GRAY COLORED CONCRETE TO MATCH DARK GRAY CONCRETE IN

HEALING GARDEN ON SOUTH SIDE OF 21ST AVENUE.

6. OVERHEAD CANOPY COLUMNS (4).

7. BOUNDARY OF NEW CONCRETE IN DRIVEWAY. SEE CIVIL SHEETS FOR DETAILS.

8. CONCRETE PAD FOR ELECTRICAL AND TELECOM EQUIPMENT. SEE EQUIPMENT

MANUFACTURER'S RECOMMENDATIONS FOR SIZE.

9. 3' CLEAR AREA AROUND EQUIPMENT PAD AND 10' CLEAR AREA IN FRONT OF

TRANSFORMER.

10. CONCRETE MOW STRIP. SEE SHEET LS501 FOR DETAILS.

11. BUILDING 52 POST AND PANEL SIGN. SEE SHEET LS501 FOR DETAILS.

12. NEW CROSSWALK. SEE CIVIL SHEETS FOR DETAILS.

13. EXISTING ELECTRICAL EQUIPMENT.

14. EXISTING CONCRETE PAD FOR MRI TRAILER. KEEP ACCESSIBLE AT ALL TIMES.

15. SCREEN FENCE AT CHILLER. SEE ARCHITECTURAL SHEETS FOR DETAILS.

A. SEE CIVIL SHEETS FOR SIDEWALK JOINTING AND EXPANSION JOINT DETAILS.

B. SEE LIGHTING SHEETS FOR SITE LIGHTING DETAILS.

C. SITE FURNISHINGS, INCLUDING BUT NOT LIMITED TO THREE (3) STEEL

PLANTERS AND TWO (2) STEEL BENCHES AT SOUTH PATIO, TO BE

CONTRACTOR SUPPLIED. SEE SHEET LS401 FOR DETAILS.

D. LOCATION OF LANDSCAPE BOULDERS TO BE STAKED AND APPROVED BY

VHA CO PRIOR TO PERMANENTLY SETTING THE BOULDERS.

E. BOULDER SIZES TO RANGE FROM 18" X 18" MIN TO 48" X 48" MAX AND MUST

BE SOURCED WITHIN 100 MILE RADIUS OF PROJECT SITE.

F. SEE 3/LS501 FOR BOULDERS AT MOW STRIP DETAILS.

G. INSTALL PVC SLEEVING FOR IRRIGATION SYSTEM UNDER HARDSCAPE AS

NECESSARY. SEE SHEET LI101 FOR ADDITIONAL INFORMATION.

18 188

STANDARD FINISH CONCRETE

DECORATIVE CONCRETE PAVING

LANDSCAPE ROCK BORDER

LIMITS OF CONSTRUCTION

S SANITARY SEWER CLEANOUT

EXISTING BANNER POLE

POST TOP LIGHT

SECURITY BOLLARD

LANDSCAPE BOULDERS

SECURITY/SCREEN FENCING

STONE LANDSCAPE WALL

POST-MOUNTED SIGN

ADA DETECTABLE WARNING PANEL

ST STORM INLET

EXISTING AC

UNIT PAD

EXISTING PARKING

STRIPING

NEW PARKING STRIPING

(SEE CIVIL FOR DETAILS)

LS401

LS401

LS401

LS401

TEMPORARY CONSTRUCTION FENCING

TELECOM MANHOLE

W POST INDICATOR VALVE

LIMIT OF WORK

ST

ST

STLIM

IT

O F

W

OR

K

LIMIT OF WORK

LIMIT OF WORK

ST

LIM

IT

O F

W

OR

K

LIMIT OF WORK

W

LIM

IT

O F

W

OR

K

LIMIT OF WORK

1' x 3' CONCRETE

SPLASH BLOCK

VEG 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

LEGEND

GENERAL NOTES

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

SCALE:

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

SOUTH PATIO

05/26/2023 DV MLH

LS401

ENLARGED SITE LAYOUT PLANS

SCALE:

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

NORTHEAST CORNER/EQUIPMENT PAD

19 188

SCALE:

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

NORTH ENTRY & PARKING LOT

N or th

A. SEE CIVIL SHEETS FOR SIDEWALK JOINTING AND EXPANSION JOINT DETAILS.

B. SEE SECTION 32 13 16 DECORATIVE CONCRETE PAVING FOR COLORED

CONCRETE ENTRY PLAZA AND CIRCULAR WALKWAY.

C. SEE LIGHTING SHEET FOR SITE LIGHTING DETAILS.

D. SEE SECTION 32 90 00 PLANTING AND DETAIL 7/LS501 FOR LANDSCAPE

BOULDER DETAILS.

E. BASIS OF DESIGN FOR STEEL PLANTERS:

· THOMAS STEELE: CARNIVAL COLLECTION, 29.5" O.D., POWDER COATED

e-STEELE, COLOR - BLACK.

· SUBMIT STYLE AND COLOR SAMPLE FOR APPROVAL BY VHA COR AND

LANDSCAPE ARCHITECT.

D. STEEL BENCHES TO BE BLACK IN COLOR AND HAVE FIVE MILITARY CRESTS

INSET INTO BACKREST. NEW BENCHES MUST MATCH EXISTING BENCHES IN

HEALING GARDEN ON SOUTH SIDE OF 21ST AVENUE.

E. DECORATIVE CONCRETE PAVING AT EAST ENTRY AND CIRCULAR WALKWAY

TO MATCH MEDIUM GRAY CONCRETE IN HEALING GARDEN ON SOUTH SIDE OF

21ST AVENUE. SEE SPECIFICATION SECTION 32 13 16 DECORATIVE CONCRETE

PAVING.

F. STONE WALL AT PATIO AND STONE WALL AT CIRCULAR WALKWAY TO MATCH

STONE WALL IN THE GAZEBO AREA OF THE HEALING GARDEN ON THE SOUTH

SIDE OF 21ST AVENUE.

G. PROVIDE 1' X 3' PRE-CAST CO0NCRETE SPLASH BLOCKS AT ALL

DOWNSPOUTS ON CANOPIES.

H. NO EXCAVATION WITHIN DRIP LINE OF EXISTING TREE TO BE PROTECTED IN

PLACE.

ALIGN MIDLINE OF SIDEWALK AND

CENTER OF CIRCULAR PLANTER

WITH CENTERLINE OF DOOR

5"

ALIGN CORNER OF PATIO

WITH CORNER OF BUILDING

SCALE:

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

MAIN ENTRY

8" MIN

8" MIN

3 FOOT CLEAR

AREA AROUND

EQUIPMENT PAD

STEEL BENCHES (2) TO MATCH

THOSE IN HEALING GARDEN

LS501

30" DIA. STEEL PLANTERS (3)

R 15'-0"

R 15'-0"

10 FOOT CLEAR AREA

IN FRONT OF XFMR

CENTER FIVE (5)

BOLLARDS ON

FRONT DOOR

POST-MOUNTED

CROSSWALK SIGN

SEE CIVIL FOR DETAILS

10'

SEE EQUIPMENT MFR

RECOMMENDATIONS

FOR CONCRETE PAD SIZE

STANDARD FINISH CONCRETE

DECORATIVE CONCRETE PAVING

SEE SECTION 31 13 16

LANDSCAPE ROCK (MINERAL MULCH

PER SECTION 32 90 00)

LIMITS OF CONSTRUCTION

SANITARY SEWER CLEANOUT

EXISTING BANNER POLE

POST TOP LIGHT

SECURITY BOLLARD

LANDSCAPE BOULDERS

SECURITY SCREEN FENCING

STONE LANDSCAPE WALL

POST-MOUNTED SIGN

ADA DETECTABLE WARNING PANEL

ST STORM INLET

S

ST STORM SEWER MANHOLE

NEW CONCRETE PAD

FOR MECHANICAL

EQUIPMENT

REINFORCED

CONCRETE MOW STRIP

AUTO ORIENTED

POST AND PANEL SIGN

SEE 6/LS501

N or th

N or th

N or th

DECORATIVE CONCRETE

PAVING AT EAST ENTRY

PLAZA

SURFACE MOUNTED STEEL BENCH WITH MILITARY CRESTS

STEEL PLANTERS

(BLACK, TO MATCH BENCHES)

STEEL EDGING

PER SECTION

32 90 00

PEA GRAVEL (MINERAL MULCH PER

SECTION 32 90 00)

STONE LANDSCAPE WALL

REINFORCED

CONCRETE

MOW STRIP

REINFORCED

CONCRETE

MOW STRIP

R 13'-0"

DECORATIVE CONCRETE

PAVING AT CIRCULAR

WALKWAY

STONE

LANDSCAPE

WALL

STONE LANDSCAPE

WALL

SCREEN FENCING

SEE ARCHITECTURAL

SHEETS FOR DETAILS

R 21'-0"

LS501

RIVER ROCK BORDER

(MINERAL MULCH PER

SECTION 32 90 00)

LANDSCAPE BOULDERS

EXIST TREE,

PROTECT IN

PLACE

LS501

REINFORCED CONCRETE

MOW STRIP, SEE 5/LS051

FOR DETAILS

R11'-6"

LANDSCAPE ROCK PER

SECTION 32 90 00

STEEL EDGING

PER SECTION

32 90 00

~10'-0"EXISTING

PERIMETER

FENCE

EXISTING

UTILITY POLE

HOSE

BIB ROOF

OVERFLOW

DRAIN

TEMPORARY CONSTRUCTION FENCING

~21'-4"

EXISTING ELECTRICAL

EQUIPMENT

PLACE SIZE B

BOULDER AT

EACH CORNER

PIV

HOSE BIB

CANOPY

COLUMNS (4)

WOOD MULCH (ORGANIC MULCH PER

SECTION 32 90 00)

NEW TREE TO BE

CENTERED IN NEW

PLANTING BED

RIVER ROCK

BORDER

HOSE

BIB

ROOF

OVERFLOW

DRAIN

HOSE BIB

EQ EQ

2'-6"

STEEL EDGING

PER SECTION

32 90 00

RIVER ROCK BORDER

(MINERAL MULCH PER

SECTION 32 90 00)

STEEL EDGING

PER SECTION

32 90 00

PEA GRAVEL (MINERAL MULCH

PER SECTION 32 90 00)

1' x 3' CONCRETE

SPLASH BLOCK

1' x 3' CONCRETE

SPLASH BLOCK

SIZE C

SIZE B

SIZE A

SIZE C

SIZE B

SIZE A

SIZE C

SIZE B

SIZE A

SIZE B

RIVER ROCK BORDER

(MINERAL MULCH PER

SECTION 32 90 00)

ROOF

OVERFLOW

DRAIN

ROOF

OVERFLOW

DRAIN

SIZE C

ALIGN OUTSIDE

EDGE WITH EDGE

OF SIDEWALK

WEED CONTROL FABRIC

PER SECTION 32 90 00

BUILDING FOUNDATION

(SEE STRUCTURAL)

2'-0"

PRECAST CONCRETE

EXTERIOR WALL PANEL

(SEE ARCHITECTURE)

REINFORCED

CONCRETE MOW STRIP

SEE 5/LS501

LANDSCAPE ROCK (MINERAL

MULCH), MIN 5" DEEP

PER SECTION 32 90 00

ADJACENT TURF

2" THICK CUT STONE CAP

MORTARED TO CMU WALL

DRIP EDGE

1 14" THICK CHILTON

LEDGESTONE VENEER

SLOPE

ORGANIC WOOD MULCH

PER SECTION 32 90 00

2"

±20"

5' WIDE REINFORCED

CONCRETE SIDEWALK

SEE CIVIL FOR DETAILS

SLOPE

SIX (6) 2" PVC-SLEEVED WEEP HOLES

@ 60° AROUND PERIMETER OF

CIRCULAR PLANTER. INSTALL 116"

WIRE MESH SCREEN ON BOTH SIDES.

4" DEEP RECYCLED PLASTIC

DRAINAGE AGGREGATE PER

SECTION 32 90 00

PLANTING SOIL PER

SECTION 32 90 00

SEE STRUCTURAL FOR

REINFORCED CONCRETE

FOUNDATION DETAILS

PLANT MATERIAL

PER PLANT LIST 1'-2"

1'-6"

VERTICAL EXPANSION JOINT

BETWEEN WALL AND

CONCRETE SIDEWALK

4" CMU WALL

8" BETWEEN TOP OF FOUNDATION

WALL AND TOP OF SIDEWALK

NOTE:

FINISH MATERIALS USED ON STONE

WALL TO MATCH THOSE OF STONE

WALLS IN HEALING GARDEN

NOTES:

1. SEE SECTION 32 90 00 PLANTING FOR ADDITIONAL DETAILS.

2. 1/4 TO 1/3 OF BOULDER IS TO BE BURIED.

3. BOULDERS TO BE LAID FLAT AND STABLE.

4. BOULDER LOCATIONS ARE TO BE STAKED BY LANDSCAPE

CONTRACTOR AND APPROVED BY VHA COR AND LANDSCAPE

ARCHITECT.

NATURAL STONE

BOULDER

COMPACTED

SUBGRADE

8" FLEXIBLE FIBER

EXPANSION JOINT

FILLER, TYP

EXPANSION JOINT

SEALANT, TYP

REINFORCED

CONCRETE MOW

STRIP, SEE 5/LS501

BOULDER SIZING LEGEND

A: 24" X 24" x 18" AVERAGE SIZE B: 36" x 36" x 24" AVERAGE SIZE C: 48" x 48" x 36" AVERAGE SIZE

ADJACENT TURF

WEED CONTROL

FABRIC PER

SECTION 32 90 00

REINFORCED

CONCRETE MOW STRIP

SEE 5/LS501

STEEL EDGING PER

SECTION 32 90 00

PLANTING SOIL PER

SECTION 32 90 00

FRONT ENTRY

CONCRETE SLAB

SEE CIVIL

PLANTING BED

WIDTH PER PLAN

PLANTING BED

WIDTH PER PLAN

PEA GRAVEL MINERAL MULCH

PER SECTION 32 90 00

ORGANIC WOOD MULCH

PER SECTION 32 90 00

NOTE:

SEE PLANT LIST ON LP401

FOR PLANT MATERIAL

18"

2" THICK CUT STONE

CAP MORTARED TO

FOUNDATION WALL

REINFORCED

CONCRETE PATIO

(SEE CIVIL)

SEE STRUCTURAL FOR

REINFORCED CONCRETE

FOUNDATION DETAILS

DRIP EDGE

1 14" THICK CHILTON

LEDGESTONE VENEER

SLOPE

ADJACENT TURF

2"

20"

SLOPE

SLOPE

4" CMU WALL

VERTICAL EXPANSION JOINT

BETWEEN WALL AND

CONCRETE PATIO

NOTE:

FINISH MATERIALS USED ON STONE

WALL TO MATCH THOSE OF STONE

WALLS IN HEALING GARDEN

Building

REFER TO VA SIGNAGE

DESIGN GUIDE (SECTION 4,

EXTERIOR SIGNS) FOR PANEL

AND TEXT DETAILS

5'-0"

SEE STRUCTURAL

SHEETS FOR SIGN POST

FOUNDATION DETAILS

FINISH GRADE

CONCRETE MOW STRIP NOTES:

1. 6" x 8" REINFORCED CONCRETE MOW STRIP WITH 14" CHAMFERED CORNERS.

2. USE CRACK RESISTANT CONCRETE, 4000 PSI.

3. REINFORCE WITH #5 REBAR, MIN OF 3" BELOW TOP SURFACE OF MOW STRIP.

4. PLACE 2" MINIMUM OF FINE GRAVEL AT BASE OF TRENCH AFTER PLACING

FORMS AND BEFORE POURING MOW STRIP.

5. SET TOP OF MOW STRIP APPROX 1" ABOVE FINISH GRADE.

6. A MINIMUM OF 5" OF MOW STRIP MUST BE BELOW GRADE.

7. SPACE TOOLED CONTROL JOINTS APPROX EVERY 5 FEET.

6"1 x #5

8"

MULCH,

ORGANIC OR

MINERAL

SCALE:1" = 1'-0"

6" 1' 2' 4'0

STONE LANDSCAPE WALL AT PATIO

05/26/2023 DV MLH

LS501

LANDSCAPE DETAILS

SCALE: 1" = 1'-0"

6" 1' 2' 4'0

ROCK BORDER WITH CONCRETE MOW STRIP

20 188

SCALE:1" = 1'-0"

6" 1' 2' 4'0

CIRCULAR PLANTER DETAILS

SCALE: 1" = 1'-0"

6" 1' 2' 4'0

LANDSCAPE BOULDERS AT CONCRETE MOW STRIP

SCALE: 1" = 1'-0"

6" 1' 2' 4'0

FRONT ENTRY PLANTING BED DETAILS

VEG 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

SCALE: NO SCALE

REINFORCED CONCRETE MOW STRIP

SCALE: 1" = 1'-0"

6" 1' 2' 4'0

TYPE EN-03.05

LARGE AUTO ORIENTED POST AND PANEL SIGN

LIMIT OF WORK

MECH

LIMIT OF WORK

LIM

IT

O F

W

OR

K

W W W W W W

W W W W W W

WW

ST

S

W

S

ST

S S

ST ST

ST

W

W

NEW BUILDING ADDITION

F.F. 901.94

LIM

IT

O F

W

OR

K

LIM

IT

O F

W

OR

K

VEG 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

LEGEND

GENERAL NOTES

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

SCALE:

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

IRRIGATION PLAN

05/26/2023 DV MLH

LI101

IRRIGATION PLAN

A. THIS PLAN ILLUSTRATES THE GENERAL SCOPE AND LIMITS OF THE

PROPOSED IRRIGATION SYSTEM. REFER TO SECTION 32 84 00 PLANTING

IRRIGATION FOR COMPLETE SCOPE OF WORK, RESPONSIBILITIES AND

EXECUTION OF WORK. COORDINATE WITH PLUMBING.

B. SUBMIT FOR REVIEW IRRIGATION SYSTEM SHOP DRAWINGS, PRESSURE LOSS

CALCULATIONS (BASED ON AVAILABLE PSI/GPM AT POINT OF CONNECTION),

WATER SCHEDULE AND ALL PRODUCT DATA.

C. THE GENERAL EXTENT OF THE IRRIGATION WORK SHALL BE AS FOLLOWS:

1. DESIGN AND INSTALLATION OF 2-WIRE IRRIGATION SYSTEM.

2. INSTALLATION OF ALL IRRIGATION DISTRIBUTION EQUIPMENT.

3. INSTALLATION OF RELATED CONTROL EQUIPMENT, SUCH AS REMOTE

CONTROL VALVES, MANUAL ISOLATION VALVES, QUICK COUPLER VALVES,

DRAIN VALVES, BACKFLOW PREVENTER, ETC.

4. INSTALLATION OF DISTRIBUTION PIPING, FITTINGS AND APPURTENANCES.

5. INSTALLATION OF ELECTRONIC CONTROLLERS, INCLUDING NECESSARY

ELECTRICAL CONNECTIONS, LOW-VOLTAGE WIRING, LIGHTENING

PROTECTION, GROUNDING, BONDING, AND RAIN SENSORS.

D. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES BY CONTACTING

RESPECTIVE UTILITY COMPANIES AND/OR THE LOCAL "ONE CALL BEFORE

YOU DIG" SYSTEM AND BY EXCAVATING TEST PITS IF NECESSARY. NOTIFY

VHA COR OF ALL UTILITY LOCATING ACTIVITIES.

E. VERIFY ALL SITE CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS

PRIOR TO COMMENCEMENT OF WORK. NOTIFY VHA COR OF ANY

DISCREPANCIES OR IRREGULAR CONDITIONS ENCOUNTERED DURING

CONSTRUCTION.

F. CONTRACTOR TO VERIFY STATIC AND RESIDUAL PRESSURE AND FLOW (IN

GPM) AT THE POINT OF CONNECTION. NOTIFY VHA COR IF MINIMUM SYSTEM

REQUIREMENTS ARE NOT MET.

G. LOCATION AND EXACT POSITIONING OF AUTOMATIC CONTROLLERS AND RAIN

SENSORS SHALL BE APPROVED BY VHA COR PRIOR TO INSTALLATION.

H. LOCATE IRRIGATION SYSTEM CONTROLLER IN MECH ROOM #102. LOW

VOLTAGE POWER TO BE SUPPLIED BY OTHERS. COORDINATE WITH

ELECTRICAL.

I. INSTALL BACKFLOW PREVENTER INSIDE AN ABOVE-GROUND ENCLOSURE.

J. INSTALL PVC SLEEVES TWICE THE SIZE OF PIPE INSIDE UNDER HARDSCAPE

AS NECESSARY.

POST INDICATOR

VALVE

21 188

LIMITS OF CONSTRUCTION

S SANITARY SEWER CLEANOUT

EXISTING BANNER POLE

POST TOP LIGHT

SECURITY BOLLARD

LANDSCAPE BOULDERS

POST-MOUNTED SIGN

IR2 - DRIP IRRIGATION

IR1 - POP-UP SPRAY HEADS W/

ROTATING NOZZLES

IRRIGATION SYSTEM

POINT OF CONNECTION

MECH ROOM 102

BACKFLOW PREVENTER

N or th

IR1

STORM INLETST

EXISTING WATER LINE

IR2

INSTALL BACKFLOW

PREVENTER IN

PLANTING BED

IR2

IR2

IR2

IR2

IR2

IR1

IR1

IR1

IR1

NEW DECIDUOUS TREE

EXISTING TREE

W NEW WATER LINE

TOTAL SF USING POP-UP ROTORS (IR1): ~6,150 SF

TOTAL SF USING DRIP LINE (IR2): ~1,410 SF

TOTAL SF OF IRRIGATED AREA: ~7,560 SF

HOSE BIB

HOSE BIB

HOSE BIB

HOSE BIB

IR1

STEEL EDGING

TELECOM MANHOLE

LIM

IT

O F

W

OR

K

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

W

ST

S

S

ST

S S

ST ST

ST

NEW BUILDING ADDITION

F.F. 901.94

LIM

IT

O F

W

OR

K

LIM

IT

O F

W

OR

K

VEG 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

LEGEND

GENERAL NOTES

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

SCALE: 1" = 20'

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

OVERALL PLANTING PLAN

N or th

05/26/2023 DV MLH

LP101

OVERALL PLANTING PLAN

A. OVERALL PLANTING PLAN SHOWS EXTENT OF TURF AREAS AND BOUNDARIES

OF NEW PLANTING BEDS.

B. SEE SHEET LP401 FOR ENLARGED PLANTING PLANS AND PLANT QUANTITIES.

C. NEW TURF GRASS SOD TO MATCH EXISTING. SEE SECTION 32 90 00 FOR

DETAILS.

D. EXCEPT AS NOTED, PLANTING BEDS AND TURF GRASS SOD AREAS ADJACENT

TO NEW BUILDING WILL BE IRRIGATED. SEE SHEET LI101 FOR MORE

INFORMATION.

PEA GRAVEL PLANTING BEDS

TURF GRASS SOD

EXISTING TREE

22 188

LIMITS OF CONSTRUCTION

S SANITARY SEWER CLEANOUT

EXISTING BANNER POLE

POST TOP LIGHT

SECURITY BOLLARD

LANDSCAPE BOULDERS

LANDSCAPE ROCK BORDER

STONE LANDSCAPE WALL

POST-MOUNTED SIGN

MULCHED PLANTING BEDS

STEEL EDGING

TEMPORARY CONSTRUCTION FENCING

TEMPORARY SIDEWALK

LIMIT OF WORKLIMIT OF WORK

LIM

IT

O F

W

OR

K

W

S

S

S S

ST ST

NEW BUILDING ADDITION

F.F. 901.94

LIM

IT

O F

W

OR

K

LIMIT OF WORK

VEG 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

SCALE:

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

ENLARGED PLANTING PLAN

N or th

05/26/2023 DV MLH

LP401

ENLARGED PLANTING PLAN

CS - ARCTIC FIRE® RED CORNUS 'FARROW' PO - LITTLE DEVIL NINEBARK 'DONNA MAY'

PC - TAYLOR'S SUNBURST

LODGEPOLE PINE

PG - WEEPING WHITE SPRUCE PM - TANNENBAUM MUGO PINE JH - LIMEGLOW CREEPING JUMIPER

PV - 'SHENANDOAH' RED

SWITCHGRASS

LS - 'KOBOLD' GAYFEATHERCV - 'ZAGREB' THREADLEAF

COREOPSIS

TURF

TURF

TURF

TURF

AA (14)

PO (4)

PM (1) AA (6)

PG (2)

PS (16)

CS (5)

PC (1)

PV (6)

CS (5)

PC (1)

PV (6)

S SANITARY SEWER CLEANOUT

EXISTING BANNER POLE

POST TOP LIGHT

BOLLARD

JH (6)

CV (18) LS (7)

PO (6)

WITH EXCEPTION OF GROUNDCOVER,

MAINTAIN 3 FEET CLEAR ON ALL SIDES

OF EQUIPMENT PAD & 10 FEET CLEAR

IN FRONT OF TRANSFORMER

CS (13)

AA - FANAL ASTILBEPS - WHITE DELIGHT

CREEPING PHLOX

STORM INLETST

SR (1)

CENTER IN

PLANTER

EXISTING

TREE

TURF GRASS SOD

EXISTING

PLANTING BED

CLEAR AREA AROUND EQUIPMENT &

EQUIPMENT PAD

PS (17)

PS (17)

PLANT SHRUBS MIN

5'-6" FROM BLDG

PLANT SHRUBS

MIN 4' FROM BLDG

STEEL EDGING

STEEL EDGING

4' DIA AROUND BASE

OF EXIST TREE

23 188

ANNUALS IN STEEL PLANTERS

BY RECOMMENDATION OF

LANDSCAPE CONTRACTOR

EXISTING

BANNER POLE

EXISTING

BANNER POLE

EXISTING

BANNER POLE

PV (10)

POST AND PANEL

BUILDING NUMBER SIGN

SEE LS501 FOR DETAILS

STEEL PLANTER WITH ANNUALS

SR- IVORY SILK JAPANESE LILAC TREE

POST-MOUNTED SIGN

TELEPHONE MANHOLE

STEEL

EDGING

STEEL

EDGING

STEEL

EDGING

VARIES

VARIES

VARIES

ORGANIC MULCH PER SECTION 32 90 00

PLANTING SOIL MIXTURE

PER SECTION 32 90 00

EXISTING SUBGRADE

TYPICAL TRIANGULATED LAYOUT

(SPACING VARIES - SEE PLANT LIST)

ORGANIC MULCH PER SECTION 32 90 00

HOLD BACK FROM BASE OF PLANT TO

ALLOW EXPOSURE TO SUN AND AIR

ROOT BALL

REMOVE NATURAL BURLAP & TIES

FROM TOP 13 OF BALL ONLY. IF

NON-BIODEGRADABLE WRAP IS

USED, REMOVE COMPLETELY.

PLANTING SOIL MIXTURE

EXISTING SUBGRADE

EXCAVATE SHRUB PIT TO

BE 3 X DIAMETER OF

ROOT BALL

SLOPE AND ROUGHEN

SIDES OF PIT

FINISH GRADE

CONSTRUCT SAUCER

AROUND SHRUB PIT

WEBBING STRAPS WITH

GROMMETS (RE: SECTION 32 90 00)

PREPARED ROOT BALL

(RE: SECTION 32 90 00)

STEEL STAKES, LENGTH AS REQUIRED

TO DRIVE TO FIRM BEARING

(RE: SECTION 32 90 00)

MOUND SOIL AT EDGE OF PIT

TO FORM WATERING BASIN

(RE: SECTION 32 90 00)

SUBGRADE

SCARIFY PLANTING EXCAVATION

SIDES AND BOTTOM

SPECIFIED MULCH LAYER; HOLD

AWAY FROM TRUNK 3" MINIMUM.

(RE: SECTION 32 90 00)

PLANTING SOIL MIX;

(RE: SECTION 32 90 00)

+/- 3x ROOT BALL DIAMETER

DOUBLE STRAND GUY WIRE

(RE: SECTION 32 90 00)

STAKING: TREES LESS THAN 2.5"

CALIPER OR LESS THAN 12' TALL

STAKING: TREES UP TO 4"

CALIPER OR LESS THAN 14' TALL

SET TOP OF ROOT CROWN 1"

ABOVE FINISHED GRADE

TRIM BOTTOM OF EXCAVATION,

LEAVING CENTER SLIGHTLY RAISED

(3" MAX) FOR ROOT BALL

PROVIDE 2 STAKES

PER TREE @

OPPOSITE SIDES

PROVIDE 3 STAKES

PER TREE @ 120°

INTERVALS

X 1X1X

NATURAL SHREDDED WOOD MULCH PLACED

TO A DEPTH OF 3" AROUND SOLITARY

TREES. SPREAD MULCH UP TO, BUT NOT

TOUCHING, TRUNK OF TREE.

FINISH GRADE

MEASURE HEIGHT OF ROOT BALL. SUBTRACT THE

DEPTH OF THE SOIL OVER THE FIRST ROOT FROM THE

HEIGHT OF THE ROOT BALL. PROBE INTO ROOT BALL

TO FIND FIRST ROOT. DIG HOLE FOR ADJUSTED DEPTH.

UNTIE BURLAP FROM BASE OF TRUNK.

TRIM AS NECESSARY. ROUGHEN EDGES

OF HOLE BEFORE PLACING TREE.

SET ROOT BALL ON UNDISTURBED SOIL OR

TAMP SUBGRADE TO PREVENT SETTLING

BACKFILL WITH

NATIVE SOIL DUG

FROM HOLE

VEG 21.05

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

437-316

2101 ELM STREET FARGO, ND 58102

05/26/2023 CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% BID DOCUMENTS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

CONTRACT DOCUMENTS SUBMISSION

FULLY SPINKLERED

DWG OFRevisions:

100% BID DOCUMENTS

SCALE: NO SCALE

PERENNIALS/GROUND COVER

05/26/2023 DV MLH

LP501

PLANTING DETAILS

SCALE: NO SCALE

B&B DECIDUOUS OR EVERGREEN SHRUB

24 188

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

DECIDUOUS TREE PLANTING DETAIL

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

CONIFEROUS TREE PLANTING DETAIL

05/26/2023 DV MLH

LK501

CONCEPTUAL RENDERINGS

25 188

BIRD'S EYE VIEW - SOUTHEAST SOUTHWEST ENTRANCE & PATIO MAIN ENTRANCE - EAST ELEVATION

NORTHEAST CORNER

VEG 21.05

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

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