Drawings 4 of 15 LANDSCAPE.pdf

TREES BOTANICAL / COMMON NAME SIZE & TRUNK TYPE QTY

CORNUS FLORIDA

EASTERN DOGWOOD

24"BOX 3

SHRUBS BOTANICAL / COMMON NAME SIZE QTY

ADIANTUM PEDATUM

NORTHERN MAIDENHAIR FERN

5 GAL 58

BUDDLEJA DAVIDII

BUTTERFLY BUSH

5 GAL 18

BUXUS X `GREEN VELVET`

GREEN VELVET BOXWOOD

5 GAL 10

CORNUS SERICEA

RED TWIG DOGWOOD

15 GAL 10

GARDENIA JASMINOIDES

GARDENIA

5 GAL 21

HOSTA SIEBOLDIANA `FRANCES WILLIAMS`

FRANCES WILLIAMS HOSTA

5 GAL 49

HOSTA X `HALCYON`

HALCYON HOSTA

5 GAL 126

HYDRANGEA MACROPHYLLA `BAILMER` TM

ENDLESS SUMMER HYDRANGEA

5 GAL 2

PICEA PUNGENS `GLOBOSA`

DWARF GLOBE BLUE SPRUCE

5 GAL 160

RHODODENDRON X `RAMAPO`

RAMAPO RHODODENDRON

5 GAL 45

RHODODENDRON X `SEPTEMBER SONG`

SEPTEMBER SONG RHODODENDRON

5 GAL 24

TAXUS CUSPIDATA `BRIGHT GOLD`

JAPANESE YEW

5 GAL 64

THUJA OCCIDENTALIS `SMARAGD`

EMERALD GREEN ARBORVITAE

5 GAL 35

GRASSES BOTANICAL / COMMON NAME SIZE QTY

MUHLENBERGIA CAPILLARIS `REGAL MIST` TM

REGAL MIST PINK MUHLY GRASS

1 GAL 108

OPHIOPOGON JAPONICUS

MONDO GRASS

1 GAL 125

SCHIZACHYRIUM SCOPARIUM

LITTLE BLUESTEM

1 GAL 62

VINES BOTANICAL / COMMON NAME SIZE QTY

WISTERIA FRUTESCENS

AMERICAN WISTERIA

5 GAL 4

ANNUALS/PERENNIALS BOTANICAL / COMMON NAME SIZE QTY

BAPTISIA SPHAEROCARPA

YELLOW WILD INDIGO

1 GAL 123

COREOPSIS VERTICILLATA

TICKSEED

1 GAL 13

ECHINACEA PURPUREA

CONEFLOWER

1 GAL 63

EUPATORIUM RUGOSUM `CHOCOLATE`

CHOCOLATE SNAKEROOT

1 GAL 53

IRIS ENSATA `VARIEGATA`

VARIEGATED JAPANESE IRIS

1 GAL 163

LAVANDULA ANGUSTIFOLIA

ENGLISH LAVENDER

1 GAL 40

MENTHA SPICATA

SPEARMINT

1 GAL 25

MONARDA DIDYMA

BEE BALM

1 GAL 26

STACHYS BYZANTINA

LAMB`S EAR

1 GAL 119

VINCA MINOR `BOWLES`

BOWLES COMMON PERIWINKLE

1 GAL 2

1. THE CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL CONTACT THE LANDSCAPE ARCHITECT

FOR A PRE-CONSTRUCTION MEETING PRIOR TO START OF ANY WORK SHOWN ON THESE PLANS.

2. THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS STATED FOR

SUCH USE IN THE TITLE BLOCK.

3. DRAWINGS ARE INTENDED TO BE PRINTED ON 30" X 42" PAPER. PRINTING THESE DRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE GRAPHIC SCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THE RECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORS RESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGES THAT

ALTER THE SCALE OF THE DRAWINGS.

4. CONTRACTOR SHALL 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 SHALL

CONTACT THE CONTRACTING OFFICER FOR CLARIFICATION AND FURTHER DIRECTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY LOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANS FOR ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY CONTRACTING OFFICER IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH

THE ABILITY TO PERFORM WORK.

6. UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, 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 SHALL BE REPAIRED TO

PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. CONTRACTOR

SHALL BE RESPONSIBLE FOR LOGGING ANY DAMAGES PRIOR TO START OF CONSTRUCTION AND

DURING THE CONTRACT PERIOD.

7. ALL WORK SHALL BE CONFINED TO THE AREA AS SHOWN ON THE PLANS. ANY AREAS OR

IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL 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

CONTRACTING OFFICER PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR

EXCAVATIONS THAT SETTLE.

9. SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE DURING THE CONTRACT PERIOD AND

AT MATURITY OF PLANTS PER LOCAL JURISDICTIONAL REQUIREMENTS.

10. NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED WITHIN 5 FEET OF

FIRE HYDRANTS.

11. COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH CONTRACTING OFFICER.

12. ALL LANDSCAPED AREAS ARE TO BE AMENDED AS DEFINED IN THE TECHNICAL SPECIFICATIONS.

13. THE SURFACE MATERIAL OF WALKS ARE TO BE LIGHT BROOM FINISHED STANDARD GRAY CONCRETE.

14. SHRUB BEDS SHALL BE MULCHED WITH WOOD MULCH AT 3" DEPTH, REFER TO MATERIAL SCHEDULE.

15. SHRUB BEDS ARE TO BE CONTAINED BY 1/8" X 4", BLACK, ROLL TOPPED STEEL EDGER. IT IS NOT

REQUIRED WHEN BED IS ADJACENT TO CURBS, WALLS, OR WALKS.

GENERAL NOTES

ITEM DESCRIPTION PROVIDER SIZE / DIMENSIONS PRODUCT NAME COLOR / FINISH NOTES

CONCRETE FLATWORK A N/A 4" THICK N/A STANDARD GRAY, MEDIUM

BROOM FINISH SEE CIVIL PLANS

CONCRETE FLATWORK B N/A 4" THICK N/A

DAVIS COLORS KAILUA

#677, MEDIUM BROOM

FINISH

SEE CIVIL PLANS

BLOCK SEATWALL WITH

CONCRETE CAP

ECHELON MASONRY OR

APPROVED EQUAL 18" H QUIK BRIK 8"x4"x16" WILKESBORO FLASHED SEE DETAIL C3/LP302

2"-3" RIVER ROUNDS BEDFORD GRAVEL OR

APPROVED EQUAL 2"-3" DIA., 3" MINIMUM DEPTH NATURAL COLOR SEE DETAIL F1/LP-301

ROCK MULCH BEDFORD GRAVEL OR

APPROVED EQUAL 3/4" DIA., 3" AVERAGE DEPTH NATURAL COLOR SEE DETAIL F1/LP-301

3"-9" RIVER ROUNDS BEDFORD GRAVEL OR

APPROVED EQUAL 3"-9" DIA., 3" MINIMUM DEPTH NATURAL COLOR SEE DETAIL F1/LP-301

WOOD MULCH BEDFORD GRAVEL OR

APPROVED EQUAL 3" MINIMUM DEPTH PREMIUM SHREDDED

BARK NATURAL COLOR SEE DETAIL F1/LP-301

BOULDER A - 2'x2'x2' B - 3'x3'x3' LOCAL GRANITE GRAY/BROWN SEE DETAIL D1/LP301

STEEL EDGER 1/8"x4" BLACK, INTERLOCKING SEE DETAIL F7/LP301

A

B

C

D

E

F

G

H

I

48,247 SF

MATERIAL SCHEDULE PLANT SCHEDULE

IRRIGATED TURF MIX - FRESH CUT SOD

ITEM DESCRIPTION MANUFACTURER CONTACT PRODUCT NAME COLOR/FINISH NOTES

4' BENCH ANOVA OR APPROVED

EQUAL

CONTACT:

BOB EVANS 314.754.0835

RENDEVOUS 4' CONTOUR

L1361 TEXTURED BRONZE

6' BENCH ANOVA OR APPROVED

EQUAL

CONTACT:

BOB EVANS 314.754.0835

RENDEVOUS 6' CONTOUR

L1360 TEXTURED BRONZE

TRASH RECEPTACLE ANOVA OR APPROVED

EQUAL

CONTACT:

BOB EVANS 314.754.0835

MADISON

TR35BTA

FRAME & LID: TEXTURED

SANDSTONE

SLATS: MAHOGANY

35 GALLON, BONNET ASH TOP

ADA TABLE ANOVA OR APPROVED

EQUAL

CONTACT:

BOB EVANS 314.754.0835

LATITUDE

L1451

TOP, SEATS & FRAME:

TEXTURED BRONZE

PET WASTE STATION DOGIPOT OR APPROVED

EQUAL

CONTACT: 800.364.7681

dogipot.com

ALUMINUM PET STATION

1003-L GREEN

BOLLARD COVER IDEAL SHIELD OR

APPROVED EQUAL

CONTACT: 866.825.8659

idealshield.com 6" METRO BOLLARD COVER URBAN BRONZE SEE DETAIL F1/LP302 FOR K4 RATED

BOLLARD

LANDSCAPE CONTAINER A TOURNESOL OR

APPROVED EQUAL

CONTACT:

BRIAN MITALO 847.867.9290

DOWNTOWN COLLECTION

DCR-2400 BARK

SEE DETAIL F3/LP301

GFRC, 24"x15.5"x27"

(2) 1 5/8" HOLES FOR IRRIGATION/DRAINAGE

LANDSCAPE CONTAINER B TOURNESOL OR

APPROVED EQUAL

CONTACT:

BRIAN MITALO 847.867.9290

ZENA COLLECTION

ZCS-3600 SAHARA

SEE DETAIL F3/LP301

GFRC, 36"Dx30"H

(1) 1 5/8" HOLE FOR DRAINAGE

LANDSCAPE CONTAINER C TOURNESOL OR

APPROVED EQUAL

CONTACT:

BRIAN MITALO 847.867.9290

DOWNTOWN COLLECTION

DCR-482424 BARK

SEE DETAIL F3/LP301

GFRC, 48"x24"x48"

(1) 1 5/8" HOLE FOR DRAINAGE

LANDSCAPE CONTAINER D TOURNESOL OR

APPROVED EQUAL

CONTACT:

BRIAN MITALO 847.867.9290

DOWNTOWN COLLECTION

DCS-3600 BARK

SEE DETAIL F1/LP302

GFRC, 36"Dx34"H

8" HOLE IN CENTER BOTTOM

(2) 1 5/8" HOLES FOR IRRIGATION/DRAINAGE

ARCHITECTURAL PANEL PARASOLEIL OR

APPROVED EQUAL LUNAR SERIES, MARIPOSA

PANEL: UMBRIA

POST/HARDWARE:

GRAFTONE

4'x8' PANEL

SEE DETAIL C1/LP302

SITE FURNISHINGS AND AMENITY SCHEDULE

SYMBOL TYPE MANUFACTER CONTACT PRODUCT NAME COLOR/FINISH NOTES QTY

FLOOD LIGHT KIM LIGHTING OR

APPROVED EQUAL ELL271DB-PL-EP17 DARK BRONZE 5

LIGHTED BOLLARD KIM LIGHTING OR

APPROVED EQUAL

B30 TRADITIONAL

BOLLARDS DARK BRONZE 17

LANDSCAPE WALL LIGHT KIM LIGHTING OR

APPROVED EQUAL EL807 WALL LIGHT DARK BRONZE 16

LANDSCAPE LIGHTING SCHEDULE

LP100

LANDSCAPE NOTES AND SCHEDULES -

DEDUCTIVE ALTERNATE #5: CONCRETE AND #6

ELIMINATE LANDSCAPE

BI

M

4-

-8

L an ds ca pe E nt ire

F ac ilit y/

4-

-8

L an ds ca pe

E nt ire F ac ilit y.

rv t 5/

/2

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A M

620-334

CLC

07/21/2021 JMO MS/JD

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202

(315) 484-5958 Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

7.2 1.2

12BLUE GRAMMA

PLS/ACRECOMMON NAME

80%

% OF TOTALBOTANICAL NAME

BOUTELOUA CURTIPENDULA

84,709 SF 3PERENNIAL RYEGRASS 20%LOLIUM PERENNE

15TOTALS 100%

NON-IRRIGATED SEED MIX

*SHRUB, GRASS AND PERENNIAL SYMBOLS SHOWN AT 2X SCALE FOR GRAPHIC PURPOSES ONLY

BLUE GRAMMA

COMMON NAME

80%

% OF TOTALBOTANICAL NAME

BOUTELOUA CURTIPENDULA

PERENNIAL RYEGRASS 20%LOLIUM PERENNE

TOTALS 100%

**SYMBOL SHOWN AT 3X SCALE

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED)

FOR DETAILS OF EACH DEDUCTIVE SEE COVER SHEET ON GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6 CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/FAUX ROOFS AT RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS TRACK EXTENSION

DEDUCTIVE ALTERNATE #15: ELIMINATE POROUS ASPHALT / PARKING / PORTION OF DRIVE ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #5

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

05/09/2022

.5/0 9/20

TREES BOTANICAL / COMMON NAME SIZE & TRUNK TYPE QTY

CORNUS FLORIDA

EASTERN DOGWOOD

24"BOX 3

SHRUBS BOTANICAL / COMMON NAME SIZE QTY

ADIANTUM PEDATUM

NORTHERN MAIDENHAIR FERN

5 GAL 58

BUDDLEJA DAVIDII

BUTTERFLY BUSH

5 GAL 18

BUXUS X `GREEN VELVET`

GREEN VELVET BOXWOOD

5 GAL 10

CORNUS SERICEA

RED TWIG DOGWOOD

15 GAL 10

GARDENIA JASMINOIDES

GARDENIA

5 GAL 21

HOSTA SIEBOLDIANA `FRANCES WILLIAMS`

FRANCES WILLIAMS HOSTA

5 GAL 49

HOSTA X `HALCYON`

HALCYON HOSTA

5 GAL 126

HYDRANGEA MACROPHYLLA `BAILMER` TM

ENDLESS SUMMER HYDRANGEA

5 GAL 2

PICEA PUNGENS `GLOBOSA`

DWARF GLOBE BLUE SPRUCE

5 GAL 160

RHODODENDRON X `RAMAPO`

RAMAPO RHODODENDRON

5 GAL 45

RHODODENDRON X `SEPTEMBER SONG`

SEPTEMBER SONG RHODODENDRON

5 GAL 24

TAXUS CUSPIDATA `BRIGHT GOLD`

JAPANESE YEW

5 GAL 64

THUJA OCCIDENTALIS `SMARAGD`

EMERALD GREEN ARBORVITAE

5 GAL 35

GRASSES BOTANICAL / COMMON NAME SIZE QTY

MUHLENBERGIA CAPILLARIS `REGAL MIST` TM

REGAL MIST PINK MUHLY GRASS

1 GAL 108

OPHIOPOGON JAPONICUS

MONDO GRASS

1 GAL 125

SCHIZACHYRIUM SCOPARIUM

LITTLE BLUESTEM

1 GAL 62

VINES BOTANICAL / COMMON NAME SIZE QTY

WISTERIA FRUTESCENS

AMERICAN WISTERIA

5 GAL 4

ANNUALS/PERENNIALS BOTANICAL / COMMON NAME SIZE QTY

BAPTISIA SPHAEROCARPA

YELLOW WILD INDIGO

1 GAL 123

COREOPSIS VERTICILLATA

TICKSEED

1 GAL 13

ECHINACEA PURPUREA

CONEFLOWER

1 GAL 63

EUPATORIUM RUGOSUM `CHOCOLATE`

CHOCOLATE SNAKEROOT

1 GAL 53

IRIS ENSATA `VARIEGATA`

VARIEGATED JAPANESE IRIS

1 GAL 163

LAVANDULA ANGUSTIFOLIA

ENGLISH LAVENDER

1 GAL 40

MENTHA SPICATA

SPEARMINT

1 GAL 25

MONARDA DIDYMA

BEE BALM

1 GAL 26

STACHYS BYZANTINA

LAMB`S EAR

1 GAL 119

VINCA MINOR `BOWLES`

BOWLES COMMON PERIWINKLE

1 GAL 2

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T T T T T T

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620-334

CLC

07/21/2021 JMO MS/JD

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202

(315) 484-5958 Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

7.2 1.2

ITEM DESCRIPTION

CONCRETE FLATWORK A

CONCRETE FLATWORK B

SEATWALL

2"-3" RIVER ROUNDS

ROCK MULCH

3"-9" RIVER ROUNDS

WOOD MULCH

BOULDER

STEEL EDGER

A

B

C

D

E

F

G

H

I

WOOD MULCH

ITEM DESCRIPTION

4' BENCH

6' BENCH

TRASH RECEPTACLE

ADA TABLE

PET WASTE STATION

BOLLARD COVER

LANDSCAPE CONTAINER A

LANDSCAPE CONTAINER B

LANDSCAPE CONTAINER C

LANDSCAPE CONTAINER D

ARCHITECTURAL PANEL

MATERIALS AND FURNISHINGS

3"-9" RIVER ROUNDS

ROCK MULCH

2"-3" RIVER ROUNDS

REFER TO SHEET LP100 FOR MATERIAL SCHEDULE FOR ADDITIONAL

INFORMATION INCLUDING PRODUCT NAME AND FINISH.

IRRIGATED TURF MIX

SURFACING

CONCRETE FLATWORK A

CONCRETE FLATWORK B

NON-IRRIGATED SEED MIX

LANDSCAPE PLAN

RAIN GARDENLP301

D3

LP101

WOOD MULCH, TYP.

STEEL EDGER, TYP.

LANDSCAPE CONTAINER A

11 ARCHITECTURAL PANEL, TYP.

1 4' BENCH, TYP.

D 2"-3" RIVER ROUNDS, TYP.

STEEL EDGER, TYP.

WOOD MULCH, TYP.

ROCK MULCH, TYP.

SEATWALL, TYP.

GAZEBO, NOT IN CONTRACT

TRASH RECEPTACLE, TYP.

2 6' BENCH, TYP.

B CONCRETE FLATWORK B

C SEATWALL, TYP.

CONCRETE FLATWORK A, TYP.

6 K RATED BOLLARD WITH COVER, TYP.

I STEEL EDGER, TYP.

7LANDSCAPE CONTAINER A

F 3"-9" RIVER ROUNDS, TYP.

A CONCRETE FLATWORK A, TYP.

H BOULDER, TYP.

A CONCRETE FLATWORK A, TYP.

2 6' BENCH, TYP.

G WOOD MULCH, TYP.

ADA TABLE, TYP.

TRASH RECEPTACLE, TYP.

IRRIGATED TURF LIMITS,

TRANSITION TO

NON-IRRIGATED SEED AND

EXTEND TO CONSTRUCTION

FENCING, TYP.

LP101

LANDSCAPE PLAN - DEDUCTIVE ALTERNATE

#5: CONCRETE AND #6 ELIMINATE LANDSCAPE

PLANT SCHEDULE

PET WASTE STATION, TYP.

E ROCK MULCH, TYP.

E

I

G

C

A

I

G

LANDSCAPE CONTAINER

D OVER BOLLARD, TYP.

B CONCRETE FLATWORK B

CONCRETE FLATWORK B B

LANDSCAPE CONTAINER C, TYP.

(7) CONTAINERS ON PATIO TO BE

PLANTED AND IRRIGATED BY

RESIDENTS/STAFF

*SHRUB, GRASS AND PERENNIAL SYMBOLS SHOWN AT 2X SCALE FOR GRAPHIC PURPOSES ONLY

**SYMBOL SHOWN AT 3X SCALE

LP302

C6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #15

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN

THE ORDER PRESENTED)

FOR DETAILS OF EACH DEDUCTIVE SEE COVER SHEET ON GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6 CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/FAUX ROOFS AT

RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS TRACK

EXTENSION

DEDUCTIVE ALTERNATE #15: ELIMINATE POROUS ASPHALT / PARKING /

PORTION OF DRIVE ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

DEDUCTIVE

ALTERNATE #5

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

BOLLARD, REFER TO CIVIL DETAIL

RELOCATED MINI GOLF ,

REFER TO CIVIL PLANS

DEDUCTIVE

ALTERNATE #9

NORTH

0 3015 60

SCALE 1" = 30'

LANDSCAPE CONTAINER B, TYP.8

14' BENCH, TYP.

11ARCHITECTURAL PANEL,

TYP.

D2"-3" RIVER

ROUNDS, TYP.

ISTEEL EDGER, TYP.

BOLLARD, REFER TO CIVIL

DETAIL B1/CG502

GENERATOR SURROUND AND

GATE, REFER TO CIVIL PLANS

IRRIGATED TURF LIMITS,

TRANSITION TO

NON-IRRIGATED SEED AND

EXTEND TO CONSTRUCTION

FENCING, TYP.

SITE LIGHTING, REFER TO

SHEET LL201

ADA TABLE, TYP.4

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #5

DEDUCTIVE

ALTERNATE #5

CONTRACTOR SHALL

REPAIR AND RESEED

TURFGRASS UPON

REMOVAL OF THE

CONSTRUCTION YARD

DEDUCTIVE

ALTERNATE #5

DEDUCTIVE

ALTERNATE #5

SIDEWALK MARKER

DEDUCTIVE

ALTERNATE #11

DEDUCTIVE

ALTERNATE #5

DEDUCTIVE

ALTERNATE #5

DEDUCTIVE

ALTERNATE #10

DEDUCTIVE

ALTERNATE #5

NEW CLC

BUILDING 6

05/09/2022

.5/0 9/20

NOTE:

1. BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED.

2. CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT

FROM ITS CONTAINER.

3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE

FINISH GRADE OF THE MULCH LAYER.

4. DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER.

5. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20%

OF LIMBS.

SHRUB PLANTING

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

SET SHRUB ROOT-BALL 1"

HIGHER THAN FINISH GRADE

FINISH GRADE (TOP OF

MULCH)

SPECIFIED MULCH, REFER TO

MATERIAL SCHEDULE, SHEET

LS-001

TILL IN SPECIFIED SOIL

AMENDMENT TO A DEPTH OF

8" IN BED

BACKFILLED AMENDED SOIL

UNDISTURBED SOIL

2X CONTAINER

WIDTH

1X CONTAINER

HEIGHT

2X

ROOT BALL DIAMETER

120°

120°

PRUNING NOTES:

1. ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.

2. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS,

CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND

LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL

BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.

STAKING NOTES:

1. STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING

SEASON.

a. 1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W.

SIDE).

b. 1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR

PREVAILING WIND SIDE AND 180° FROM THAT SIDE).

c. 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM.

2. WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO

KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE

LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES

FROM WIRE.

TREE PLANTING DETAIL

SCALE: 3/16" = 1'-0"

7 14

PLACE MINIMUM 1/2" PVC PIPE AROUND

EACH WIRE, EXPOSED WIRE SHALL BE

MAXIMUM 2" EACH SIDE

6'-0"UNTREATED WOOD POST, MINIMUM

1.5" DIAMETER, ALL SHALL BE DRIVEN

OUTSIDE ROOTBALL AND IN

UNDISTURBED SOIL

TREE WRAP TO BE INSTALLED ONLY

FROM OCTOBER 1 THROUGH APRIL 30,

DECIDUOUS ONLY, WRAP FROM BASE

OF TRUNK TO BOTTOM LIMB

PLANT TREE SO THAT TOP MOST

MAJOR ROOT IS 1"-2" ABOVE FINISHED

GRADE

2'-0" RADIUS MULCH RING, VENTERED

ON TRUNK, 3" DEPTH, DO NOT PLACE

MULCH IN CONTACT WITH TREE TRUNK,

FINISHED GRADE REFERENCES TOP OF

MULCH

1:1 SLOPE ON SIDES OF PLANTING

HOLE

ROPES AT TOP OF ROOTBALL SHALL BE

CUT, REMOVE TOP 1/3 OF BURLAP,

NON-BIODEGRADABLE MATERIAL SHALL

BE TOTALLY REMOVED

GROMMETED NYLON STRAPS

GALVANIZED WIRE, MINIMUM 12 GAUGE

CABLE,TWIST WIRE ONLY TO KEEP

FROM SLIPPING

4-6" HIGH WATER SAUCER IN NON-TURF

AREAS

BACKFILL WITH BLEND OF EXISTING

SOIL AND A MAXIMUM 20%, BY VOLUME,

ORGANIC MATERIAL, WATER

THOROUGHLY WHEN BACKFILLING

2'-0" STEEL T-POST, ALL SHALL BE

DRIVEN BELOW GRADE AND OUTSIDE

ROOTBALL IN UNDISTURBED SOIL

PLACE SOIL AROUND ROOT BALL

FIRMLY, DO NOT COMPACT OR TAMP,

SETTLE SOIL WITH WATER TO FILL ALL

AIR POCKETS

PLACE ROOT BALL ON UNDISTURBED

SOIL TO PREVENT SETTLEMENT

PLAN VIEW - THREE STAKES

PREVAILING WIND

B1 B6

D1

STEEL EDGER

SCALE: 1" = 1'-0"

NOTES:

1. THERE SHALL BE NO EXPOSED SHARP /

JAGGED EDGES.

2. CONTRACTOR SHALL INSTALL STAKES AS

REQUIRED BY THE MANUFACTURER.

FINISHED GRADE - TOP OF NATIVE

SEED OR SOD THATCH LAYER

AND TOP OF MULCH OR COBBLE

SHALL BE FLUSH WITH TOP OF

EDGER

ADJACENT LANDSCAPE, REFER

TO LANDSCAPE PLANS

AMENDED SOIL PER

SPECIFICATIONS

SUBGRADE

STEEL EDGER - DRILL (16) 1/2" DIA.

HOLES 1" O.C. MIN. AT ALL LOW

POINTS OR POORLY DRAINING

AREAS IN ORDER TO ENSURE

ADEQUATE DRAINAGE

EDGER STAKE

ENSURE POSITIVE

DRAINAGE

SECTION

LONGITUDINAL

SECTION OF EDGER AT

LOW POINT

(16) 1/2" DIA. HOLES MIN. AT

ALL LOW POINTS

D3

F1 F3 F7

LP301

LANDSCAPE DETAILS - DEDUCTIVE ALTERNATE

#6 ELIMINATE LANDSCAPE

FINISH GRADE

COMPACTED SUBGRADE

BOULDER PLACEMENT

SCALE: NTS

NOTES:

1. PLACE BOULDER INTO GROUND SO THAT 1/3 OF THE BOULDER IS BELOW FINISH GRADE.

2. DO NOT PLACE BOULDER DIRECTLY ONTO GRADE LEVEL, NOR SHOULD TOPSOIL OR ROCK

MULCH BE ADDED TO BASE OF BOULDER TO ACHIEVE SETTING DEPTH.

3. WATER SETTLE AND COMPACT BACKFILL.

2/3 1/3

MIN. 1" REVEAL ON ALL PAVED

SURFACES - GRADE FOR

MATERIAL DEPTH AND REVEAL

FINAL APPLICATION OF

PRE-EMERGENT HERBICIDE.

SURFACING PER PLAN AND

SURFACING SCHEDULE. REFER

TO SCHEDULE FOR DEPTH OF

SURFACING.

APPLY PRE-EMERGENT

HERBICIDE TO SUBGRADE

INERT GROUND COVER

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

NOTES:

1. APPLY PRE-EMERGENT HERBICIDE PER LABEL DIRECTIONS AND RATE

VARIES 2'-0"

DECORATIVE POT REFER TO SITE

FURNISHINGS AMENITY

SCHEDULE SHEET LP100

IRRIGATION TO POT - REFER TO

DETAIL F1/LP302

SOIL MIX

LANDSCAPE FILTER FABRIC

3/4" GRAVEL DRAIN ROCK- 6"

DEPTH

CONCRETE PAVING, REFER TO

LANDSCAPE PLAN SHEET LP101

CONCRETE KNOCK OUT IN

PAVING. FILL WITH PEA GRAVEL

TO TOP OF CONCRETE RE

6" DIA. X 24" SDR3 PERFORATED

SEWER PIPE

3/4" GRAVEL IN SLEEVE AS SUMP

SUBGRADE COMPACTED TO 95%

STANDARD PROCTOR DENSITY

NOTE:

1. CONTRACTOR SHALL COORDINATE SLEEVE INSTALLATION AND KNOCK OUT BOX LOCATIONS

PRIOR TO PAVING INSTALLATION.

2. ALL POTS LATERALS TO BE INSTALLED AND PRESSURE TESTED PRIOR TO PAVING

INSTALLATION.

3. ALL POTS SHALL BE INTERNALLY SEALED BY CONTRACTOR.

4. BACKFILL WITH PREPARED MIX. (DO NOT UTILIZE MATERIAL WITH IRON SUPPLEMENTS).

CONTAINER ON HARDSCAPE

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

NON-IRRIGATED CONTAINER IRRIGATED CONTAINER

2" SCH. 80 PVC SWEEP, SWEEP

TO SLEEVE FOR POLY TUBING

AND DRAIN EXCESS WATER FROM

CONTAINER

BI

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620-334

CLC

07/21/2021 JMO MS/JD

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202

(315) 484-5958 Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

7.2 1.2

EXISTING TURF AREA. TO BE RESEEDED

WHERE DISTURBED.

LANDSCAPE BED PER SHEET LP101

3"-9" COBBLE MIX PER MATERIALS

SCHEDULE ON SHEET LP100.

BOULDERS PLACED NATURALLY AND

BURIED BY 1/3RD. BOULDER SIZES SHALL

RANGE FROM 2'x2'x2' UP TO 5'X5'X5'. SEE

DETAIL D1 SHEET LP301 FOR BOULDER

INSTALLATION.

DRAINAGE SWALE GRADING PER CIVIL

PLANS

COMPACTED SUBGRADE PER CIVIL

PLANS

RAIN GARDEN

SCALE: 1/4" = 1'-0"

PLAN VIEW -

NOT TO SCALE

NOTES:

1. CONTRACTOR SHALL FOLLOW CIVIL GRADING PLANS AND ON LANDSCAPE PLAN SHEET

LP101. CONTRACTOR SHALL INSTALL VARIOUS SIZED ROCK AND BOULDERS IN A MANNER

THAT MIMICS A NATURAL ROCKED DRAINAGE CHANNEL.

2. ERODED CHANNELS NOT DELINEATED TO BE ROCKED ON THESE PLANS SHALL BE

BLOCKED OFF BY FILLING WITH ROCK AND SOIL. COMPACT SOIL TO SURROUNDING SOIL

DENSITY AND HAND PLACE ROCK AN BOULDERS IN NATURALISTIC CLUSTERS.

3. CONTACT LANDSCAPE ARCHITECT AT THE BEGINNING OF CONSTRUCTION TO

COORDINATE EXPECTATIONS.

4. CONTRACTOR SHALL FINE GRADE AND RESEED ALL AREAS DISTURBED AT EDGE OF

RAIN GARDEN WITH TURF MIX.

DEPTH

VARIES SEE

CIVIL PLANS

REFER TO CIVIL

FOR GRADING

PLANS

CHANNEL WIDTH

VARIES SEE

CIVIL PLANS

1 432

61 5 243

DEDUCTIVE

ALTERNATE #6

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED)

FOR DETAILS OF EACH DEDUCTIVE SEE COVER SHEET ON GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6 CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/FAUX ROOFS AT RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS TRACK EXTENSION

DEDUCTIVE ALTERNATE #15: ELIMINATE POROUS ASPHALT / PARKING / PORTION OF DRIVE

ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

05/09/2022

.5/0 9/20

C1 C3

F1

LP302

LANDSCAPE DETAILS - DEDUCTIVE

ALTERNATE #6 ELIMINATE LANDSCAPE

ARCHITECTURAL PANEL

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

8' -4

3"

NOTE:

1. NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL DESIGN AND CALCULATIONS.

2. COMPRESSIVE CONCRETE SHALL BE A MIN. OF 4,000 PSI.

4'-0" 3"

4' -6

12"

PARASOLEIL PANEL PER

SCHEDULE

3" WIDE X 4" DEEP TUBE STEEL

POST, FINISH: GRAFTONE. POST

AS PART OF LUNAR SERIES BY

PARASOLEIL

PARASOLEIL INSET BRACKET

SYSTEM (PBI-200), FINISH:

GRAFTONE. BRACKETS AS PART

OF LUNAR SERIES BY

PARASOLEIL

FINISH GRADE

BOLT PANEL TO CAISSON, REFER

TO MANUFACTURER'S

INSTALLATION OVERVIEW

TOPDRESS, REFER TO

MATERIALS SCHEDULE SHEET

LP100

12" DIAMETER X 54" DEEP

CAISSON

NOTE:

1. CAP TO SLOPE FOR DRAINAGE (1/4" PER 12"). BREAK POINT TO BE CENTER OF CAP AND BE 3/16"

HIGHER WITH WATER SHED IN BOTH DIRECTIONS.

2. VERTICAL FACES OF WALL SHALL BE PLUMB, WITH NO INCONSISTENCIES GREATER THAN 14" IN 10'-0"

MEASURED IN ANY DIRECTION ALONG THE FACE OF THE WALL.

3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS.

4. REINFORCEMENT HAS BEEN REVIEWED BY TRIPLE C ENGINEERING.

5. NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL DESIGN AND CALCULATIONS.

CAST IN PLACE CONCRETE CAP, 2"

THICK. 12" RADIUS ON EXPOSED

EDGES. COLOR TO GRAY

8" X 4" X 16" ECHELON QUIK BRIK

CMU BLOCK. COLOR: EARTHTONE

FLASHED

#4 VERTICAL REBAR 24" O.C., 3" IN

FROM EACH SIDE, TURN INTO

FOOTING

ADJACENT CONCRETE FLATWORK

EXPANSION JOINT BETWEEN

PAVEMENT AND WALL

WATERPROOFING

ADJACENT LANDSCAPE

POURED IN PLACE CONRETE

FOOTING

THREE (3) #4 HORIZONTAL REBAR

SPACED EQUALLY ACROSS

FOOTING. MIN. 3" IN FROM SIDES

SUBGRADE COMPACTED TO 95%

STANDARD PROCTOR DENSITY

18" HT. BLOCK SEATWALL WITH CONCRETE CAP

SCALE: 3/4" = 1'-0"

26"

8"

18"

42"

2"

1'-6"

1" 1"

ASPHALT PAVING - REFER TO

CIVIL PLANS

CONCRETE CURB - REFER TO

CIVIL PLANS

ROCK MULCH - REFER TO

MATERIALS SCHEDULE, SHEET

LP100

6" DIA. STEEL PIPE, 1/2"

THICKNESS. FILL SOLID WITH

CONCRETE. FIELD PRIME AND

PAINTED, COLOR: BLACK

CAP STEEP PIPE, FULLY WELD

AND GRIND SMOOTH

STEEL EDGER - REFER TO

MATERIALS SCHEDULE, SHEET

LP100

IRRIGATED TURF - REFER TO ,

SHEET LP100

CONTINUOUS CONCRETE STRIP

FOOTING

#6 VERTICAL REBAR CAGE, 24"

O.C., 3" IN FROM EACH SIDE,

TURN INTO FOOTING

SEVEN (7) #6 HORIZONTAL REBAR

SPACED EQUALLY ACROSS

FOOTING. MIN. 3: IN FROM SIDES

COMPACT SUBGRADE TO 95%

STANDARD PROCTOR DENSITY

FINISHED GRADE

2'-6" 2'-6"

2'-0"

4'-4"

4'-0"

2'-0"

5'-0" O.C. TYP.

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS.

2. NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL DESIGN AND CALCULATIONS.

1 2 3 6 7

VEHICULAR RATED BOLLARD

SCALE: 1" = 1'-0"

LANDSCAPE CONTAINER - REFER

TO SITE FURNISHINGS AND

AMENITY SCHEDULE, SHEET

LP100

2'-0"

1 2 3 6 7

3/4" POLY DRIP LATERAL - REFER

TO IRRIGATION SHEET LP401

5'-0" O.C. TYP.

PLAN VIEW

STEEL EDGING - REFER TO

MATERIAL SCHEDULE SHEET

LP100 AND LANDSCAPE PLAN

SHEET LP101

3 12

1'-6"

1'-6"

13 43

ELEVATION

SECTION WITH BOLLARD COVER SECTION WITH CONTAINER

6"

BOLLARD COVER - REFER TO SITE

FURNISHINGS AND AMENITY

SCHEDULE, SHEET LP100. REFER

TO MANUFACTURER'S

RECOMMENDATIONS FOR

INSTALLATION

3'-0"

6"

2" SCH. 80 PVC SWEEP15

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A M

620-334

CLC

07/21/2021 JMO MS/JD

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202

(315) 484-5958 Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

7.2 1.2

4"

3"

B U

I L

D I

N G

S

I D

E

NOTE:

1. DESIGN SHOULD BE SANDBLASTED 1/8" DEEP IN THE

CONCRETE AND SHALL BE PRIMED AND PAINTED.

2. DESIGN FOLLOWS CLOCKWISE DIRECTION FROM

BUILDING ENTRY ALONG SIDEWALK.

2'-0"

DISTANCE IN 50' INCREMENTS

ALONG SIDEWALK. NUMBERS TO

BE PAINTED ON SIDEWALK,

COLOR: BLACK MAGIC SW6991.

SIDEWALK SCORE JOINT

SANDBLASTED 1/8" DEEP IN THE

CONCRETE. SANDBLASTED AREA

SHALL BE PRIMED AND PAINTED,

COLOR: BLACK MAGIC SW6991

SIDEWALK MARKERS

SCALE: 1" = 1'-0"

2'-0"

5"

C6

DEDUCTIVE

ALTERNATE #6

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED)

FOR DETAILS OF EACH DEDUCTIVE SEE COVER SHEET ON GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6 CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/FAUX ROOFS AT RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS TRACK EXTENSION

DEDUCTIVE ALTERNATE #15: ELIMINATE POROUS ASPHALT / PARKING / PORTION OF DRIVE

ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

DEDUCTIVE

ALTERNATE #5

05/09/2022

.5/0 9/20

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LANDSCAPE LIGHTING PLANLL201

LL201

LANDSCAPE LIGHTING PLAN - DEDUCTIVE

ALTERNATE #6 ELIMINATE LANDSCAPE

SYMBOL TYPE MANUFACTER CONTACT PRODUCT NAME COLOR/FINISH NOTES QTY

FLOOD LIGHT KIM LIGHTING OR

APPROVED EQUAL ELL271DB-PL-EP17 DARK BRONZE 5

LIGHTED BOLLARD KIM LIGHTING OR

APPROVED EQUAL

B30 TRADITIONAL

BOLLARDS DARK BRONZE 17

LANDSCAPE WALL LIGHT KIM LIGHTING OR

APPROVED EQUAL EL807 WALL LIGHT DARK BRONZE 16

LANDSCAPE LIGHTING SCHEDULE

BI

M

4-

-8

L an ds ca pe E nt ire

F ac ilit y/

4-

-8

L an ds ca pe

E nt ire F ac ilit y.

rv t 5/

/2

:1

0:

A M

620-334

CLC

07/21/2021 JMO MS/JD

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202

(315) 484-5958 Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

7.2 1.2

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED)

FOR DETAILS OF EACH DEDUCTIVE SEE COVER SHEET ON GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6 CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/FAUX ROOFS AT RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS TRACK EXTENSION

DEDUCTIVE ALTERNATE #15: ELIMINATE POROUS ASPHALT / PARKING / PORTION OF DRIVE ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

NORTH

0 3015 60

SCALE 1" = 30'

LIGHT BOLLARD, REFER TO

LANDSCAPE LIGHTING

SCHEDULE

NUT AND WASHER

BASE CASTING ASSEMBLY

LEVELING NUT AND WASHER

FINISHED GRADE

EXPANSION JOINT

ADJACENT CONCRETE

ADJACENT TOPDRESS OR

TURF

CONDUIT

ANCHOR BOLT

CONCRETE FOOTING, REFER

TO MANUFACTURER'S

RECOMMENDATIONS FOR

SIZING

COMPACT SUBGRADE TO 95%

STANDARD PROCTOR DENSITY

WATERPROOF SPLICE

CONNECTION

1211109

3 42

9 5

3" MAX

NOTES:

1. REFER TO MANUFACTURER'S

INSTALLATION INSTRUCTIONS FOR

MORE INFORMATION.

LIGHTED BOLLARD

SCALE: 1" = 1'-0"C7

NEW CLC

BUILDING 6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

DEDUCTIVE

ALTERNATE #6

05/09/2022

.5/0 9/20

Point of Connection - Gate Valve at Water Line Stub (By Others)

FEBCO

POINT OF

CONNECTION

BACKFLOW

PREVENTER

CONTROL

VALVE

DRIP

CONTROL

ZONE KIT

NOT

SHOWN

SECURITY

ENCLOSURE

Refer to Civil Utility and Water Plans

Carson Jumbo Valve Box (1220) Sch. 80 PVC Ball Valve - Size per valve 1" Drip Control Zone Kit (ICZ-101-25-LF) Two-Wire Decoder (ICD-100)

Carson Jumbo Valve Box (1220) Sch. 80 PVC Ball Valve - Size per valve Control Valve (ICV-1X1G) - Size per plan Two-Wire Decoder (ICD-100)

QUICK

COUPLER

NA

DESCRIPTION MFR COMMENTS

Color: Green

MANUAL

DRAIN VALVE

MATCO

IRRIGATION

CONTROLLER

HUNTER

SYMBOL MODEL NO. DETAIL

IRRIGATION SCHEDULE

Carson Round Valve Box (910) Quick Coupler (HQ-44LRC)

RAIN SENSOR

POC

Carson Round Valve Box (910) 1" Cross Handle Brass Gate Valve (513)

PVC MAINLINE

SLEEVING

FLUSH END

CAP

PVC LATERAL 1" Class 200 PVC

2" Class 200 BE

Class 200 PVC

3/4" Polyethylene TubingDRIP

LATERAL

NA

NA

NA

NA

Unless otherwise noted on the plan Unless otherwise noted on the plan

SERVICE LINE 2" Type K Copper (Meter to Backflow)NA Size per Meter Size See Sleeving Notes

Carson Round Valve Box (910) Polyethylene Hose End Flush Cap

XXX"

X - X - X

2" Reduced Pressure Backflow Preventer (825YA) WYE strainer (LF650A)

NA

EVERGREEN SHRUB 0.5 GPH

VALVE CALLOUTS

Zone Designation:

T (Tree), S (Shrub), G (Turf), C(Container)

EMITTER SCHEDULE

1. All plant material in planting areas shall be irrigated w/ Rain Bird XB series, barbed, pressure compensating emitters.

2. Emitter schedule is for reference only. The contractor shall adjust emitter and number of emitters based on the needs of individual plants or plant hydrozones.

3. 1/4" distribution tubing not to exceed 8' in length.

4. Diffuser bug cap and stake on all 1/4" distribution emission points.

PLANT TYPE EMITTER

PERENNIAL / GRASS

DECIDUOUS SHRUB

DECIDUOUS TREE

0.5 GPHValve/Station Number

Valve Flow: (GPM)

EVERGREEN TREE

ONE EACH

Valve Size

0.5 GPH

QTY.

1.0 GPH

1.0 GPH

TWO EACH

TWO EACH

SIX EACH

GUARD-

SHACK

Lift-off Enclosure (GS-1) 10"W X 24"H X 22"L Frostguard Blanket (FG-1)

Solar-sync rain/ freeze sensor (WSS-SEN)

Two-wire Decoder Controller (A2C-75D-SS) w/ Stainless Steel Cabinet, Pedestal Mount (PED-SS)

Pedestal Mounted

HUNTER

SIX EACH

0.5 GPH

TOTAL GPH

1.0 GPH

1.0 GPH

6.0 GPH

6.0 GPH

EMITTER NOTES

In Guardshack Security Enclosure.

Controller

HUNTER

1 cuft gravel sump.

Box extensions as needed

GATE VALVE Size per line size Threaded ends

MATCO Carson Round Valve Box (910) Cross Handle Brass Gate Valve (513)

MASTER

VALVE

FLOW

SENSOR

HUNTER

FLOMEC

(2) Carson Jumbo Valve Box (1220) Sch. 80 PVC Ball Valve - Size per master valve 1-1/2" Master Valve (ICV-151G) 1-1/2" Flow Sensor (QS200-15)

Flow Sensor: 0.55 - 82

GPM RANGE

TURF

SPRAY

8' - 15'

HUNTER

HUNTER

RAIN BIRD Turf Spray (1806-SAM-PRS) MPR and HE-VAN Nozzles 6" Pop-Up Check valve and in-stem pressure regulator 1/2" Inlet Size

Matched precipitation rate @ 1.58"/hr. @ 30 psi SA series swing joint assembly

TREE

SHRUB

Q

MF

D

RS

A

B1/LI501

Povide Swivel (HS-1) and Key (HK-44)

SURGE

ARRESTER

HUNTER Carson Round Valve Box (910) Line Surge Arrester (Dual-S)

NOT

SHOWN

Refer to Two-Wire Notes

Refer to Two-Wire Notes

Refer to Two-Wire Notes

TURF

ROTORS

25' - 35'

RAIN BIRD Matched precipitation rate @ 0.6"/hr. @ 45 psi SA series swing joint assembly

Turf Rotor (5006-PC/FC-SAM-R-MPR) MPR Nozzles 6" Pop-Up Check valve and in-stem pressure regulator 3/4" Inlet Size

FHQ

8 8 8

Q H F 01 01 01

Q FH

21 21 21

Q FH

51 51 51

08HE-VAN

12HE-VAN

10HE-VAN

15HE-VAN

D1/LI501

F1/LI501

B3/LI501

F6/LI501

B1/LI502

B6/LI501

D6/LI501

D1/LI502

F1/LI502

B3/LI502

D3/LI502

D3/LI501

F3/LI501

F6/LI502

Install per manufacturer's recommendations

Install per manufacturer's recommendations

Refer to Two-Wire Notes

IRRIGATION EQUIPMENT IS SHOWN FOR GRAPHIC CLARITY. ALL MAINLINES, LATERALS, VALVES ETC SHALL BE

LOCATED WITHIN PLANTING AREAS.

IRRIGATION MAINLINE AND LATERALS TO AVOID AIR CONDITIONING AND OTHER MECHANICAL EQUIPMENT. IRRIGATION

LINES SHOWN FOR GRAPHIC CLARITY.

ALL IRRIGATION EQUIPMENT SHALL REMAIN A MINIMUM OF 5' FROM BUILDING FOUNDATIONS. IN AREAS WHERE IT IS UNAVOIDABLE TO LOCATED IRRIGATION EQUIPMENT WITHIN SAID DISTANCE, WATERPROOFING OF THE FOUNDATION WALL SHALL BE NECESSARY. COORDINATE WITH CONTRACTING OFFICER AND ARCHITECTURE PLANS FOR

WATERPROOFING REQUIREMENTS.

MAINLINE IS SHOWN IN SIDEWALK FOR GRAPHIC CLARITY. ALL MAINLINE SHALL BE PLACED IN LANDSCAPED AREA OR

IN CENTER OF TURF STRIPS.

IRRIGATION KEY NOTES

F3/LI501

F3/LI501

F3/LI501

CONTAINER

LI400

IRRIGATION NOTES AND SCHEDULES -

DEDUCTIVE ALTERNATE #6 ELIMINATE

LANDSCAPE

SLEEVING COORDINATION NOTES

1. INSTALLATION OF IRRIGATION SLEEVING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SLEEVES

SHALL BE INSTALLED PRIOR TO THE START OF PAVING OPERATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR FOR LOCATION AND SIZING OF SLEEVES PRIOR TO THE START

OF CONSTRUCTION.

2. THE CONTRACTOR SHALL SLEEVE ALL IRRIGATION DISTRIBUTION LINES, VALVE CONTROL WIRES AND COMMUNICATION WIRES UNDER ALL PAVED SURFACES, WALL FOOTERS, DRAINAGE CHANNELS, INLETS, CATCH

BASINS, ETC.

3. ALL SLEEVES SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND EDGE OF ALL OBSTRUCTIONS. NO TEES, ELLS OR

OTHER TURNS IN PIPING SHALL BE LOCATED UNDER ANY OBSTRUCTIONS.

4. SLEEVING SHALL BE INSTALLED PER THE PLANS BASED ON THE CHART BELOW. ALL MAINLINE, VALVE CONTROL AND COMMUNICATION WIRES, LATERALS AND 3/4" POLYETHYLENE DRIP TUBING UNDER PAVED SURFACES ARE

TO BE INSTALLED IN SEPARATE SLEEVING.

SLEEVED PIPE SIZE/WIRE QTY REQUIRED SLEEVE SIZE AND QTY

4"-2-1/2" PIPING 4" PVC (1)

CONTROL WIRES 2" PVC (1)

IRRIGATION POINT OF CONNECTION NOTES:IRRIGATION GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE

IMPROVEMENTS SHOWN ON THE PLANS.

2. THE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE GENERAL CONTRACTOR AND CONTRACTING OFFICER

FOR SUCCESSFUL COMPLETION OF THIS WORK.

3. THE CONTRACTOR ASSUMES ALL LIABILITY ASSOCIATED WITH THE MODIFICATION OF THE IRRIGATION SYSTEM DESIGN IF

PERFORMED WITHOUT NOTIFYING THE CONTRACTING OFFICER.

4. ALL IRRIGATION EQUIPMENT IS TO BE AS SPECIFIED OR APPROVED EQUAL PER THE DISCRETION OF THE CONTRACTING

OFFICER.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE INSPECTION AND REVIEW OF THE PROJECT

CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ARCHITECTURE PLAN, LANDSCAPE PLAN, UTILITY PLAN, CIVIL PLAN, GRADING AND DRAINAGE PLAN AND ALL OTHER ASSOCIATED PLANS THAT AFFECT THIS WORK PRIOR TO BEGINNING CONSTRUCTION. IF THE CONTRACTOR OBSERVES ANY DISCREPANCIES AMONG THE CONSTRUCTION DOCUMENTS AND THE EXISTING CONDITIONS ON SITE, IT IS THEIR RESPONSIBILITY TO CONTACT THE

CONTRACTING OFFICER IMMEDIATELY.

6. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEM AND ITS COMPONENTS PER THE MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS REQUIRED BY ANY LOCAL AND STATE AGENCIES AND UTILITY COMPANIES HAVING

JURISDICTION OVER THIS SITE.

7. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PAYING FOR TESTING OF THE BACKFLOW PREVENTER BY A STATE CERTIFIED INSPECTOR. CONTRACTOR SHALL PROVIDE CERTIFICATES TO THE CONTRACTING OFFICER AT THE TIME OF

FINAL PROJECT ACCEPTANCE.

8. THE CONTRACTOR MUST VERIFY THE CURRENT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

IF THE CONTRACTOR FAILS TO DO SO AND DAMAGES ANY UNDERGROUND UTILITIES THROUGH THE COURSE OF HIS WORK THE IRRIGATION CONTRACTOR SHALL PAY FOR ANY REPAIR WORK ASSOCIATED WITH SAID DAMAGES.

9. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN LANDSCAPE AREAS AND WITHIN THE PROJECT LIMITS. EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN FOR GRAPHIC CLARITY ONLY. IF THERE IS A QUESTION REGARDING THE LOCATION OF ANY COMPONENT OF THE IRRIGATION SYSTEM, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CONTRACTING OFFICER. IF THE CONTRACTOR NEGLECTS TO NOTIFY THE NECESSARY PARTIES, THE CONTRACTOR SHALL PAY FOR ANY REPLACEMENT OR MODIFICATION TO INSURE PROPER

LOCATION AND OPERATION OF THE IRRIGATION SYSTEM AND ITS COMPONENTS.

10. ALL IRRIGATION DISTRIBUTION LINES AND EQUIPMENT, EXCLUDING TURF AREAS, SHALL BE KEPT A MINIMUM DISTANCE

OF 5' AWAY FROM ALL BUILDING AND WALL FOUNDATIONS.

11. ALL VALVE BOXES AND LIDS SHALL BE PLASTIC WITH SELF LOCKING COVERS. LID COLOR TO BE GREEN. INSTALL PER THE

CONSTRUCTION DETAILS. DO NOT INSTALL IN PAVED AREAS.

12. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 1'-0" FROM THE EDGE OF PAVED SURFACES AND 3'-0" FROM THE CENTERLINE OF DRAINAGE SWALES OR RETENTION BASINS.THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES TO BE

FLUSH FINISH GRADE.

13. CONTRACTOR SHALL INSTALL TRACER WIRE IN ALL PRESSURE MAINLINE TRENCHES. SEE IRRIGATION DETAILS FOR

MORE INFORMATION.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE VERTICAL SEPARATION BETWEEN ALL IRRIGATION DISTRIBUTION LINES AND ALL UTILITIES (EXISTING OR PROPOSED), CONDUIT, STORM WATER COMPONENTS, DRAINS, ETC.

15. PLANT MATERIAL LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL.

16. THE CONTRACTOR SHALL STAKE THE LOCATION OF THE MAINLINE, DRIP IRRIGATION LINES, CONTROL VALVES, GATE VALVES, ETC. AND SCHEDULE A REVIEW WITH THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

17. LAYOUT DRIP LATERALS PARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE. STAKE 3/4" DRIP TUBING IN PLACE. INSTALL HOSE END FLUSHABLE TYPE END CAP AT ENDS OF ALL 3/4" POLYETHYLENE DRIP TUBING AND FLUSH THOROUGHLY

BEFORE INSTALLING EMITTERS.

18. TREES, SHRUBS, GROUNDCOVER AND PERENNIALS SHALL BE IRRIGATED BY PRESSURE REGULATING SINGLE OUTLET

EMITTERS, SEE EMITTER SCHEDULE FOR ADDITIONAL INFORMATION.

19. CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION AND RADIUS TO REDUCE OVERSPRAY ONTO PAVING

OR HARD SURFACES.

20. CONTRACTOR SHALL INSTALL A QUICK COUPLER IN 10" VALVE BOX AT THE END OF ALL BRANCHES OF THE MAINLINE, AND AS SHOWN ON PLANS, FOR WINTERIZATION AND FLUSHING OF MAINLINE.

21. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL PERFORM A HYDROSTATIC PRESSURE TEST ON ALL NEW MAINLINE SECTIONS, AT 120 PSI FOR A MINIMUM CONTINUOUS PERIOD OF TWO (2) HOURS OR PER THE TECHNICAL

SPECIFICATION, WHICHEVER IS GREATER.

22. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE SPRAY IRRIGATION DURING A 48 HOUR PERIOD PER WEEK WATERING WINDOW. IRRIGATION SHALL BE LIMITED TO THREE NIGHTS PER WEEK. DRIP IRRIGATION ZONES ARE ALLOWED TO RUN ON A SEPARATE SCHEDULE FROM THIS WATER WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A 21 DAY PERIOD. THE DESIGN IS BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES WILL NEED TO BE ADJUSTED DUE TO SEASONAL

CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED.

a. BLUEGRASS BLEND TURF 2.00" PER WEEK PEAK SEASON

b. THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE SCHEDULE WHICH SHALL BEGIN ON APRIL 1

AND END ON OCTOBER 1 TO INSURE THE EFFICIENCY AND LONGEVITY OF THE IRRIGATION SYSTEM. THE MAINTENANCE SCHEDULE SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING LIST OF BEST

MANAGEMENT PRACTICES:

c. CHECK HEADS FOR COVERAGE AND LEAKAGE.

d. CHECK CONTROLLER PROGRAMMING AND ADJUST FOR SEASONAL CHANGES AS NECESSARY.

e. VERIFY THAT THE WATER SUPPLY AND PRESSURE ARE AS STATED IN THE DESIGN.

f. CERTIFY THE BACKFLOW PREVENTION DEVICE AND SUBMIT TEST RESULTS TO THE PROPERTY MANAGER.

g. PERIODICALLY VERIFY THAT THE SENSORS IN THE IRRIGATION SYSTEM ARE OPERATING CORRECTLY.

BI

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4-

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L an ds ca pe

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rv t 5/

/2

:1

0:

A M

620-334

CLC

07/21/2021 JMO MS/JD

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202

(315) 484-5958 Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

7.2 1.2

1. GROUNDING FOR THE IRRIGATION CONTROLLER AND DECODERS ARE TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND PER THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 FOR EARTH GROUNDING ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS FOUND AT www.asic.org/. FOR TECHNICAL SUPPORT REGARDING THE IRRIGATION CONTROLLER OR GROUNDING PLEASE CONTACT THE

MANUFACTURER.

2. CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE TWO-WIRE PATH AT THE FOLLOWING LOCATIONS, BUT ARE

NOT LIMITED TO:

a. CONTROLLER TO BE GROUNDED INDEPENDENTLY FROM BUILDING.

b. GROUND 1ST DECODER ON WIRE PATH FROM CONTROLLER.

c. GROUND EVERY 8TH DECODER OR EVERY 500 FEET, WHICH EVER LENGTH IS SMALLER.

d. GROUND EVERY END OF WIRE PATH.

3. THE TWO-WIRE CONTROLLER REQUIRES EACH STATION/CONTROL VALVE AND SENSOR TO HAVE A DECODER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE PROPER NUMBER OF DECODERS PER VALVE MANIFOLD, SURGE SUPPRESSION AND GROUNDING. THE RAIN SENSOR AND FLOW SENSOR REQUIRE A SENSOR

DECODER.

QTY OF STATIONS (VALVES) PER MANIFOLD REQUIRED DECODER

1…