Ridgewood) Apartments NY-104

Full text

(1)

Architect &

Landscape Architect:

SWBR

387 East Main Street

Rochester, NY 14604

585 232 8300

rochester@swbr.com

387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com

These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©

LE P AT H :

SWBR Project Number Checked By:

Project Manager: Drawn By:

Revisions

Project Number #

8/ 2/ 2021 3: 07: 07 P BIM 360://21116.00 Excelsior Rid gewood Site Improvements/21116. 00 Excelsior Ridgewood Site Improvements.rvt

21116.00 BP

COVER SHEET

BP BMM

L-000

Planning Board

Submission

Excelsior Communities Bradford Hills (Formerly Ridgewood) Apartments Site Improvements

986 Monroe Ave. Rochester, NY, 14620

8/2/2021

8/2/2021

Bradford Hills (Formerly

Ridgewood) Apartments

Site Improvements

Planning Board Submission

21116.00

1045 Floribunda Way, Webster, NY 14580

DRAWING INDEX

SHEET

NUMBER SHEET NAME

02-Landscape

L-000 COVER SHEET

L-001 SITE SURVEY

L-002 POOL AND SIGN AREA SITE PREPARATION L-101 POOL AND TRAIL SITE PLANS

L-102 PLANTING PLANS AND DETAILS L-501 LANDSCAPE DETAILS

L-502 FURNITURE DETAILS AND CUT SHEETS

NY-104

HOLT RD

RIDG E RD

RA CHE L DR.

(2)

30' TOWNSHIP 14 RANGE 4

TOWNSHIP 13 RANGE 4

TOWN OF WEBSTER VILLAGE OF WEBSTER

FOUNTAIN

POND WATER ELEV. 407.5

41 3.5

41 3.5

41 3

3 41

41 4

41 4

416

0 41

41 6

41 6

415 414420

0 42

414

41 4

414

41 6 41

6

41 6

41

6 7 41

41 7

419

422 422417 417 7 41

74.3'

150.1'

41.4 '

60.1' 52.1'

57.9'

51.9' 65.1'

53.2'

124.8' 55.7' 105

.5'

42.6'

56 .3' 75.2'

75.1'

67.3' 162.3'

163.5'

70.2'

70.2'

89 .7'

72.8'

56

.4'

45.5' 45.5'

87.5'

62.4'

46

.4'

84

.2'

54 .6' 73

.6'

60.4' 54.4' 59.1' 71.6' 71.1'

67.2'

44 .4'

107.5' 106.3'

77.2'

58.6' 58.4'

58.6'

58.6'

58.6'

58.7'

56.8'

67.8'

71.4'

71.4' 85

.0'

84 .6'

68.3'

164.3' 165.5'

76.0'

90.8' 86.0'

40.3'

B/T B/T

B/T B/T

B/T

B/T

B/T

B/T B/T

B/T

B/T

B/ T DR

IVE

DR IVE

DRIVE DRIVE

B/ T

B/T B/T

B/ T

B/ T

B/ T B/T DRIVE

B/T B/T

B/T

B/T

B/T

B/TPARKINGAREA

B/T

B/T B/T

B/T

GRASS ISLAND

PP

PP

PP PP DA-3

D-1-1

DB

S-1 S

S-1-1

S-1-2 S-1-3

S-3-1

S-3-2 S-3-3

S-3-4 S-2

EDGE OF PAVEMENT

R A C H E L D R IV E

RIDG E RO

AD - STA

TE R OUTE

404 (66.0

'

R.O.W .)

CROSSPOINTE

LANE (60'

R.O.W.)

FLORIBUNDA WAY

CORALHURST COURT (PRIVATE)

(PRIVATE)

MORDEN BLUSH

LANE (PRIVATE)

( 60 .0 ' R .O. W .)

FENCED DUMPSTER ENCLOSRE

COMMUNITY CENTER SIGN

EDGE OF ASPHALT

EDGE OF ASPHALT

MAG NAIL FOUND 0.02' NORTH 0.07' EAST

REBAR FOUND 0.00' NORTH 0.11' EAST REBAR SET

REBAR SET REBAR SET

REBAR SET

EL. METER EL. METER

EL. METER

EL. METER

EL. METER

EL. METER

ELEC. METER EL. METER

EL. METER

EL. METER

7 9

3

2

2 2

9

11 9

9

14

14 10

2

2 2

2 9

SIGN

CURBCUT

FIBERGLASS DUMPSTER SURROUND

FIBERGLASS DUMPSTER SURROUND

FIBERGLASS DUMPSTER SURROUND ON CONC.

15' EASEMENT TO RG&E CORP., FRONTIER TELE. CORP & TWC IN LIBER 9290 OF DEEDS PAGE 661

20' WIDE SANITARY SEWEREASE. TOTHE TOWNOF WEBSTER 20' WIDESANITARYSEWEREASE. TOTHETOWNOFWEBSTER

20' WIDE SANITAR

Y SEWER EASE.

TO THE TOWN O

F WEBS TER

20' WIDE SANITARY SEWER EASE. TO THE TOWN OF WEBSTER 20' WIDE SANITARY SEWER EASE.

TO THE TOWN OF WEBSTER

20' WIDE SANITARY SEWER EASE. TO THE TOWN OF WEBSTER

PER SITE PLAN

PER SIT E PLAN .2 45

'

62.8'

416. 5'

416. 5'

416.5'

416. 6'

X X X

X

411.3' X

411.3' X 412.6'

X

414.5' X

417.1' X

417.1' X 417.1' X

417.1'

X

416 .9' X 416

.9'

X

416.9 'X

417.0 ' X

415.3' X

412.3' X

412.4'

X

417 .2' X

419 .1' X 418

.8' X

417 .2' X

416.4 X

417.1' X 417.1'X

417.0' X 411.2'

X 419.

0' X 411.

6X 41

4.7' X

419.1 ' X 415.1

' X 415.1

'X 4

19.0' X

410 .3'X 414.

8' X

410.3' X

410 .2' X

411. 5'X

411. 5'

X 411

.5' X

411.5' X

416 .5'

X

416 .4'

X 416

.5' X

X

410 .6' X 411.1'X

416.9' X 420.

7'X

412 .3'

X

416.9' X

PEDESTALS

PEDESTALS

PEDESTALS

PEDS.

PEDS.

PED.

PED.

PEDESTALS

PED. PED.

PEDESTALS

HVAC UNITS

PED.

PED.

HVA C U

NIT S (T

YPIC AL)

HVAC UNITS (TYPICAL)

HV AC

UN ITS

(TY PIC

AL) HV

AC UN

ITS (TY

PIC AL)

HVAC UNITS

(TYPIC AL) HVAC HVAC

HVAC UNITS

HVAC HVAC

HVAC

HVAC UNITS HVAC

HVAC

HVAC

HVAC

HVAC HVAC

HVAC HVAC HVAC HVAC

HVAC HVAC HVAC HVAC

HVAC HVAC

UNITS

PED.

HVAC HVAC

HVAC HVAC

HVAC HVAC HVAC UNITS

HVAC HVAC HVAC

HVAC

HVAC HVAC HVAC UNITS

LOT 3

TEL

TEL

CO NC

.

DR IVE

CNC. S/W

CNC. CURB

CONC. WALK

SIGN

RG&E VAULT

FRAME GAZEBO

CO NC

.

DR IVE

CONC. WALK CONC. WALK

CONCRETEWALK

CONCRETEWALK

CONC. WALK CONC. WALK

CONC. WALK CONC.

CONC. WALK CONC. WALK CONC. WALK CONC. WALK

CONC. WALK

CONC. WALK

CONC. WALK

CONC. WALK

CONC. WALK CONCRETEWALK

PT 4+08.44

9+00

7+00

1+00

3+ 00

6+00

+0 00

1+ 00 1+00

7+56.13

10+00 11+00

12+00 12+78.85

3+00

2+00

PC3+35.07

PT 3+97.91

3+00 5+00 4+00

6+00 7+00

1+00 2+00

3+ 00

4+005+00

1+ 00

2+00

1+00 0+00

3+00 1+00

3+00

4+50

C.B. 415.46

NW 408.36

E. 408.41

C.B. 415.40

W. 409.99

E. 412.05

C.B. 416.78

N. 411.23

E. 411.23 C.B.

416.78 W. 411.31

N/F TOWNOFWEBSTER TAXPARCELI.D. NO. 079.120-01-012

079.120-01-013

TAXPARCELI.D. NO. 079.120-01-011

TAXPARCELI.D. NO.

JOHNKIKTA

N/F

N/F WEGMANS FOOD MARKETS, INC. TAX ACCOUNT NO. 079.120-01-007

N/F HARRYG. HUTTEMAN

080.090-01-005.1 TAX ACCOUNT NO. N/F GENESEE HOSPITAL

N/F GENESEE HOSPITAL WEBSTER HEALTH CENTER

TAX ACCOUNT NO. 080.090-01-003 080.090-01-002 TAX ACCOUNT NO.

N/F WEBSTER COLUMBUS CENTER INC

WEBSTER HEALTH CENTER

N/F 1194 RIDGE ROAD LLC TAX ACCOUNT NO. 080.090-03-005.1

080.090-01-004 TAX ACCOUNT NO. N/F GENESEE HOSPITAL WEBSTER HEALTH CENTER

080.090-01-006 TAX ACCOUNT NO. N/F KESSLER FAMILY LLC

N/F PELUSIO FAMILY PARTNERS LLC TAX ACCOUNT NO. 080.090-03-001.31

N/F DBCEC LLC TAX ACCOUNT NO.

080.090-03-006 N/F DBCEC LLC

TAX ACCOUNT NO. 080.090-03-007

(FORMERLY CHARLES & MAYLON BASCH)

(FORMERLY ROBERT F. MERZ) (10) EXISTING BUSINESSES

MB

MB

MB

MB

30' PERMANENT WATERMAIN EASEMENT TO THE M.C.W.A. IN LIBER 9215 DEEDS PAGE 473

30' PERMANENTWATERMAIN EASEMENTTO THE M.C.W.A.IN LIBER9215DEEDSPAGE473 EASE. TOR.G.&E. CORP, FRONTIERTEL. ANDTIME WARNERINLIBER9428DEEDS PAGE445

ELEC. HH

ELEC. HH

EXIST. 8" WATERMAIN

WEBSTER) EXIST. 8"WATERMAIN

12"C .M.P.

12"C.M.P.

INV.412.37

12"CMP 12"C.M.P.

DA-2

INV.=407.34 DA-1

INV.=407.49' INV. 407.53

DB-1

DB-5

DB-1-1

DB-2

DB-3-1

DB-2-1

DB-2-3 DA-2-1

DB-3-2 DB-3-1

DA-4

DA-5

DA-6

246.4L.F.-18"CPP 140.0L.F.-18" CPP

167.5 L.F.-18" CPP

167 .3

L.F .-18

" C PP

113.9L.F

.-

18"

CP

P

114.5 L.F.-12" CPP

196.2 L.F.-12

" CPP

192.38L.F.-12"CPP

80.7 L.F.-18" CPP

89.4 L.F.-18" CPP

136.8L.F.-12"CPP1

89

.9

L.F

.-

12"

C

PP

170.5 L.F.-18" CPP

91.0L.F.-12"CPP 113.3L.F.-12"CPP

169.9 L.F.-15" CPP

12" C PP 46.7

L.F .

197L.F.-12"CPP

12"CPP

INV.=

236.0 L.F.-18" CPP STORM @ 0.27% 285.8 L.F.-18" CPP ST.@ 0.21% 147.8 L.F.-12" CPP @ 0.31%

INV. 409.39'

INV. 412.61 118.9L.F.-8"PVC@1.35%

148.8 L.F.-8" PVC @ 0.66% 147

L.F .-8

" P VC

@ 0.4

6% PVC @ 0.56%

89.4 L.F.-8"

161. 5 L.

F.- 8" P

VC @

0.5 0%

118.9L.F.-8"PVC@1.35%232.6L.F.-8"PVC@0.18%

291.1 L.F.-10" PVC SAN @ 0.27%

235.7L.F.-8"PVC@0.31%

@ 0.86% 75.8 L.F.-

8" PVC

302.4L.F.-8"PVC@1.20%

168.2 L.F.-8" PVC SAN @ 0.31% 134.7 L.F.-8" PVC @ 0.36%

02

.31

'9

1S

°5 84

'04

"E

251.81'

S74°31 '04"W

S90°00'00"W 378.61'

N00°51'49"W602.54' S00°47'35"E

466.00'

S90°00'00"E 840.78'

S87°54'24"W 314.65'

S00°47'35"E4.76'

P.O.B.

S88°47'01"W A.L. 47.58'

RAD. 30.00'

∆ 90°51'49"

A.L. 111.32' RAD. 430.00'

∆ 14° 50' 00"

30 .0 0' T.G.

INV. INV. T.G.

INV. INV.

T.G. INV. INV. T.G.

INV.

L-101 1

L-101 2 L-102

2

CONSTRUCTED AND MAINTAINED AROUND THE PERIMETER OF THE SITE AT ALL TIMES DURING DEMOLITION PHASE.

5. CONTRACTOR TO CORDON OFF WORK LIMITS APPROPRIATELY AND KEEP AREAS OUTSIDE OF WORK LIMITS CLEAR AND CLEAN OF CONSTRUCTION DEBRIS DURING DEMOLITION.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL DUST, DIRT, AND DEBRIS DURING DEMOLITION AND CONSTRUCTION PHASES.

7. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE, AND FEDERAL REGULATIONS IN DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM THIS SITE. ALL MATERIAL NOTED TO BE REMOVED SHALL BE DISPOSED OFF-SITE.

8. PROTECT EXISTING TREES AS NOTED ON THE DRAWINGS PER DETAILS AND AS DIRECTED BY THE OWNER. PLANT MATERIAL NOTED TO BE REMOVED IS TO BE CLEARED AND GRUBBED BY CONTRACTOR.

9. TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CLEARING OR CONSTRUCTION.

10. TREE REMOVALS TO INCLUDE FELLING AND REMOVAL OF TREES AND BRANCHES AND GRINDING OF STUMPS. WOODY DEBRIS SHALL NOT BE BURIED ON SITE.

11. PAVEMENT REMOVAL TO INCLUDE REMOVAL OF THE FULL DEPTH OF PAVEMENT, UNLESS OTHERWISE NOTED. MATERIAL SHALL BE HAULED OFF SITE AND DISPOSED OF PROPERLY. PROCEEDING WITH THE WORK IN THE AREA IN QUESTION. PROVIDE FIELD INFORMATION

SPECIFIC TO THE DISCREPANCY TO EXPEDITE RESOLUTION.

POOL LOUNGER: 'AZORE STACKING LOUNGER' BY GLOSTER

POOL SIDE TABLE: 'AZORE SIDE TABLE' BY GLOSTER

UMBRELLA: MARKET SQUARE

UMBRELLA, 6.5' SQ, CRANK LIFT/

AUTO TILT, BY

HOMECREST OUTDOOR LIVING

DINING SET:

CHAIR: '21 CHAIR' BY LANDSCAPE FORMS

TABLE: 'CATENA' TOP TABLE BY LANDSCAPE

FORMS, 36" ROUND ADIRONDACK LOUNGE CHAIR:

'AMERICANA' LOUNGE CHAIR BY LANDSCAPE

FORMS, FREESTANDING PROPOSED TREE / PLANT

XX

? PLANT MATERIAL KEY (TOP) QUANTITY (BOTTOM)

CONCRETE SURFACE: SEE DETAIL 1/L-501

BENCH:

DUMOR, BENCH 94, 6' BENCH, SURFACE MOUNT, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT

4' ALUMINUM DECORATIVE FENCE: BASIS OF DESIGN - JERITH MANUFACTURING, STYLE #101 SEE DETAIL 2/L-501 GRAVEL MOW STRIP:

SEE DETAIL 3/L-501

ALIGN WITH BUILDING AWB

R RADIUS

EJ EXPANSION JOINT

PLANT BED

RESTORED LAWN:

TOPDRESS AND SEED TO LAWN WHERE DAMAGED

STONE DUST PATH: SEE DETAIL 5/L-501

4' WOOD DECORATIVE FENCE: BASIS OF DESIGN - JERITH MANUFACTURING, STYLE #101 SEE DETAIL 2/L-501

These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©

AT H :

SWBR Project Number Checked By:

Project Manager: Drawn By:

Revisions

BIM 360://21116.00 Excelsior Rid gewood Site Improvements/21116. 00 Excelsior Ridgewood Site Improvements.rvt

21116.00 BP

SITE SURVEY

BP BMM

L-001

Excelsior Communities Bradford Hills (Formerly Ridgewood) Apartments Site Improvements

986 Monroe Ave. Rochester, NY, 14620

8/2/2021

Site Survey with Areas of Work

SITE LEGEND

(3)

'

150.1'

4 1.4'

S-1

COMMUNITY CENTER SIG

41 6.

5'

41 6.

5'

416.5'

41 6.

6'

X

X X

X

412.3' X

HVAC

1 4 0 .0 L .F .- 1 8 "

P P C

PVC @ 0.5

L. 111.32'

D. 430.00'

4° 50' 00"

GFI GFI

75.2'

75.1'

FLORIBUNDA

WAY (PRIVATE)

SIGN

C UR

B

C UT

41 1.3

' X

41 2.6

' X

HVA

1+00

1+00

2 4

167

N00°

UTILITY EASEMENT 10' - 0"

UNDERGROUND WATER LINES

HVAC UNITS

CONCRETE PADS

MECHANICAL ROOM, GAS AND WATER METERS

SITE SIGN, TO REMAIN

EXISTING TRANSFORMER AND CABLE/TELEPHONE PEDESTALS EXISTING PEAR TREE,

TO BE REMOVED

EXISTING PEAR TREE, TO REMAIN AND BE PROTECTED, SEE DETAIL 7/L-501

EXISTING EVERGREEN TREE, TO BE REMOVED

ARBORVITAE SHRUBS TO BE REMOVED ALL SHRUBS ALONG WEST

SIDE OF BUILDING TO REMAIN

W

W

BRICK SIGN WALL AND COLUMNS TO REMAIN, WOODEN SIGN TO BE REPLACED, SEE DETAIL

BRICK COLUMN WITH CAST STONE CAP TO REMAIN

BRICK COLUMN WITH CAST STONE CAP TO REMAIN 2 WROUGHT IRON FENCES, +/- 81" LENGTH EACH, TO BE WIRE BRUSHED AND REPAINTED

SHRUBS AND PERENNIALS AROUND SIGN TO BE REMOVED

MULTI STEMMED RIVER BIRCH TREE TO REMAIN AND BE PROTECTED

MULTI STEMMED RIVER BIRCH TREE TO REMAIN AND BE PROTECTED

10' - 0" UTILITY EASEMENT

UNDERGROUND ELECTRICAL LINE

387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com

These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©

LE P AT H :

SWBR Project Number Checked By:

Project Manager: Drawn By:

Revisions

8/ 2/ 2021 3: 07: 46 P BIM 360://21116.00 Excelsior Rid gewood Site Improvements/21116. 00 Excelsior Ridgewood Site Improvements.rvt

21116.00 BP

POOL AND SIGN

AREA SITE

PREPARATION

BP BMM

L-002

Planning Board

Submission

Excelsior Communities Bradford Hills (Formerly Ridgewood) Apartments Site Improvements

986 Monroe Ave. Rochester, NY, 14620

8/2/2021

1" = 10'-0"

1 POOL AREA - SITE PREPARATION

1" = 10'-0"

2 SITE SIGN AREA - SITE PREPARATION

(4)

FOUNTAIN

POND

WATER ELEV. 407.5

13

.5

4 1

4

4 1 4

162.3'

163.5'

164.3'

165.5'

7 6 0 ' 4 0 3 '

D-1-1

DB

E

9

FIBERGLASS

DUMPSTER SURROUND

ON CONC.

41 1

41 9.

0'

X

41 1.

6 X

41 5.1 '

X

41 5.1 '

X

PEDS.

E D .

E D .

HVAC UNITS

HVAC

HVAC

HVAC

HVAC

FRAME

GAZEBO

C O N C . W A L K

INV.=407.34

INV.=407.49'

INV. 407.53

2 4 6 .4 L .F .- 1 8 " C P P

80.7 L.F.-18" CPP

0 ° 5 1 '4 9 " W 6 0 2 .5 4 '

L. 47.58'

D. 30.00'

90°51'49"

S-1

COMMUNITY CENTER SIG

SIGN

HVAC

1 4 0 .0 L .F.

" 8 1 -

P P C

.L. 111.32'

AD. 430.00'

4° 50' 00"

GFI GFI

EXISTING FRAME GAZEBO

SILT FENCE, SEE DETAIL 6/L-501

NEW STONE DUST TRAIL, VERIFY LAYOUT IN FIELD WITH LANDSCAPE ARCHITECT SEE DETAIL 5/L-501

TOPDRESS AND SEED TO LAWN 18"-24" ON EITHER SIDE OF NEW TRAIL CONSTRUCTION

6' BENCH ON CONCRETE PAD SEE DETAIL 2/L-501

DOUBLE GATED ENTRANCE, 3' GATES

DOG PARK 50' - 0"

60' - 0"

12' - 0"

30' - 0"

4' HIGH ALUMINUM FENCE SEE DETAIL 3/L-501 6' BENCH ON

CONCRETE PAD SEE DETAIL 2/L-501

STONE DUST SURFACE, EXTENDING 1' BEYOND FENCE LINE

APPROXIMATE WOOD AREA TO BE CLEARED, VERIFY IN FIELD WITH LANDSCAPE ARCHITECT AND OWNER

EXISTING

RETENTION

POND

POOL 1' COPING

STEPS WITH RAILING FIRE PIT OUTDOOR KITCHEN W/

TWO GRILLS & ONE SINK

ADIRONDACK CHAIRS, TYP.

POOL LOUNGERS WITH POOL SIDE TABLES AND UMBRELLAS, TYP.

INFILTRATION TRENCH/ PLANT BED

EXISTING HVAC UNITS CONCRETE SIDEWALK

4' HIGH ALUMINUM FENCE ON WEST AND SOUTH SIDES SEE DETAIL 3/L-501

DINING SETS

5' - 0"

8' - 0"

3' - 0

"

4' HIGH WOOD PRIVACY FENCE ON EAST SIDE SEE DETAIL 8/L-501

3' - 0" 2' - 0"

UNDERGROUND WATER LINE

UNDERGROUND WATER LINE

2' - 9" 3' - 0"

6 Ac

3 Ov

3' MIN.

6' HIGH WOOD FENCE ENCLOSURE FOR POOL MECHANICAL EQUIPMENT ON CONCRETE PAD 8' - 0"

10' - 0"

W W W

W W

W

18" PEA GRAVEL MOW STRIP, SEE DETAIL 4/L-501

POOL LOUNGER: 'AZORE STACKING LOUNGER' BY GLOSTER

POOL SIDE TABLE: 'AZORE SIDE TABLE' BY GLOSTER

UMBRELLA: MARKET SQUARE

UMBRELLA, 6.5' SQ, CRANK LIFT/

AUTO TILT, BY

HOMECREST OUTDOOR LIVING

DINING SET:

CHAIR: '21 CHAIR' BY LANDSCAPE FORMS

TABLE: 'CATENA' TOP TABLE BY LANDSCAPE

FORMS, 36" ROUND ADIRONDACK LOUNGE CHAIR:

'AMERICANA' LOUNGE CHAIR BY LANDSCAPE

FORMS, FREESTANDING PROPOSED TREE / PLANT

XX

? PLANT MATERIAL KEY (TOP) QUANTITY (BOTTOM)

BENCH:

DUMOR, BENCH 94, 6' BENCH, SURFACE MOUNT, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT

4' ALUMINUM DECORATIVE FENCE: BASIS OF DESIGN - JERITH MANUFACTURING, STYLE #101 SEE DETAIL 2/L-501 GRAVEL MOW STRIP:

SEE DETAIL 3/L-501

ALIGN WITH BUILDING AWB

R RADIUS

EJ EXPANSION JOINT

PLANT BED

RESTORED LAWN:

TOPDRESS AND SEED TO LAWN WHERE DAMAGED

STONE DUST PATH: SEE DETAIL 5/L-501

4' WOOD DECORATIVE FENCE: BASIS OF DESIGN - JERITH MANUFACTURING, STYLE #101 SEE DETAIL 2/L-501

These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©

AT H :

SWBR Project Number Checked By:

Project Manager: Drawn By:

Revisions

BIM 360://21116.00 Excelsior Rid gewood Site Improvements/21116. 00 Excelsior Ridgewood Site Improvements.rvt

21116.00 BP

POOL AND TRAIL

SITE PLANS

BP BMM

L-101

Excelsior Communities Bradford Hills (Formerly Ridgewood) Apartments Site Improvements

986 Monroe Ave. Rochester, NY, 14620

8/2/2021

1 TRAIL AREA - SITE PLAN

2 POOL AREA - SITE PLAN AND TREE PLANTING

(5)

75.2'

75.1'

FLORIBUNDA

WAY (PRIVATE)

C UR

B

C UT

41 1.3

' X

12 .6

' X

SIGN

1+00

1+00

N0

150.1'

4 1.4

41 6.

5'

41 6.

5'

X X

412.3' X

H

GFI GFI

12 Hv

19 Gg

12 Hv 8

Hv 3 Hq

3 Hq 3

Bg 3

Bg

3 Ac

3 Ac

SITE SIGN WALL TO REMAIN

APPROX. LOCATION OF EXISTING MULTI-STEMMED RIVER BIRCH APPROX. LOCATION

OF EXISTING MULTI-STEMMED RIVER BIRCH

NOTES:

1. MAINTAIN A 2" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK.

2. THE DISTANCE BETWEEN THE BOTTOM OF THE TRUNK FLARE AND THEFINISHED GRADE SHALL BE AS FOLLOWS: FOR SANDY OR LOAMY SOILS: 1"

FOR CLAY OR POORLY DRAINED SOILS: 3"

THE CONTRACTOR SHALL REVIEW THE APPROPRIATE PLANTING DEPTH WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

3. WHEN TAGGING TREES AT THE NURSERY, MARK THE NORTH SIDE OF THE TREE IN THE FIELD AND WHEN INSTALLING, ROTATE TREE TO FACE NORTH WHENEVER POSSIBLE.

FINISHED GRADE

BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

SCARIFY BOTTOM OF PIT UNDISTURBED SUBSOIL

BOTTOM OF TRUNK FLARE SHALL BE SET ABOVE FINISHED GRADE, SEE NOTE 2 BELOW FOR DETAILS

3/8" x 3" ZINC-PLATED TURNBUCKLE 1/8" GALVANIZED AIRCRAFT CABLE

AGRIFORM 20-10-5 TABLET - REFER TO MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS

18" MINIMUM

3 X ROOTBALL DIAMETER

DUCKBILL EARTH ANCHOR - TO BE SIZED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS (2) 1/8" CABLE CLAMPS

21" LONG PVC TUBING

2'-2

TREE BALL

LIMITS OF PLANT PIT TURNBUCKLE GUY WIRE ANCHOR

YELLOW MARKING RIBBON

PRUNE ONLY DAMAGED AND CONFLICTING BRANCHES TO MAINTAIN NORMAL TREE SHAPE. NEVER CUT CENTRAL TRUNK OR LEADER.

2'-2 1/2

"

REMOVE BURLAP, ROPE, OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL.

MYCOR TREE SAVER - REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED INTO BACKFILL TO 8" DEPTH

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL) 3" MULCH (5' DIA.) AS PER DRAWING /SPECIFICATIONS

PLAN

WEED BARRIER NORTH

3 X ROOTBALL DIAMETER 5' (TYP.)

8"

12"

SEE PLAN FOR SPACING , TYP.

60° D

D D

3" DEEP MULCH RING

FINISHED GRADE

PLANTING SOIL MIXTURE

REMOVE GROWING CONTAINER

COMPACTED SUBGRADE

NOTE: REMOVE ALL POTS, PLASTIC, TAGS OR

SYNTHETIC MATERIAL FROM PLANTS PRIOR TO PLANTING

PLANT CENTER, TYP. D = TYPICAL ON CENTER (O.C.) SPACING AS

INDICATED IN THE PLANT LIST.

PLAN

SECTION

SHRUB SHALL HAVE SAME RELATION TO FINISHED GRADE AS EXISTED AT NURSERY

PRUNE ONLY DAMAGED AND CONFLICTING BRANCHES ANDRETAIN LEADERS AND NATURAL FORM OF SHRUB

3" SHREDDED HARDWOOD BARK MULCH

PLANTING SOIL MIXTURE

UNDISTURBED EARTH

NOTE: SPRAY ALL PLANTS WITH ANTI-DESSICANT

PER A.N.L.A. STAND.

ROOT BALL

6"

6"

PER A.N.L.A.

STAND. 6"

5 Hq

5 Hq

6 Hq

6 Hq 2

Bg

4 Bg

11 Hv

11 Hv

11 Hv

19 Gg

387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com

These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©

LE P AT H :

SWBR Project Number Checked By:

Project Manager: Drawn By:

Revisions

8/ 2/ 2021 3: 08: 29 P BIM 360://21116.00 Excelsior Rid gewood Site Improvements/21116. 00 Excelsior Ridgewood Site Improvements.rvt

21116.00 Checker

PLANTING PLANS

AND DETAILS

BP Author

L-102

Planning Board

Submission

Excelsior Communities Bradford Hills (Formerly Ridgewood) Apartments Site Improvements

986 Monroe Ave. Rochester, NY, 14620

8/2/2021

1" = 10'-0"

2 SITE SIGN - PLANTING PLAN

Not To Scale

3 EVERGREEN TREE PLANTING

Not To Scale

4 PERENNIAL & ORNAMENTAL GRASS PLANTING DETAIL

Not To Scale

5 SHRUB PLANTING DETAIL

PLANTING SCHEDULE

KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS

Ac 12 Abies concolor White fir 6-7' ht. B&B

Bg 12 Buxus 'Green Gem' 'Green Gem' Boxwood 18" sp #5 cont.

Gg 38 Geranium 'Gerwat' ROZANNE 'Gerwat' Cranesbill 15-18" #3 cont.

Hv 65 Hemerocallis x 'VER0021' PPAF EveryDayLilly Pink Cream Daylilly 15-18" #3 cont.

Hq 28 Hydrangea quercifolia 'Sike's Dwarf' 'Sike's Dwarf' Oakleaf hydrangea 18-24" #5 cont.

Ov 3 Ostrya virginiana Hop hornbeam 2 - 2.5" cal. B&B

1" = 10'-0"

1 POOL AREA - PLANTING PLAN

(6)

1/4" TOOLED CONTROL JOINT CONCRETE SLAB

WELDED WIRE MESH 6x6 W2.9xW2.9 BASE COURSE NYSDOT ITEM 304.12

SEPARATION FABRIC MIRIFI HP270

COMPACTED SUBGRADE

4"6"

4"

8 3/4"8"2' - 1"7 3/4"3' - 2"

1" SQUARE PICKET

1-5/8" x 1-5/8" STRINGER

SET POST IN CONCRETE FOOTING

1' - 0"

3' - 6"4' - 0"

2-1/2" ALUMINUM POST CAP

2-1/2" ALUMINUM POST

NOTE:

BASIS OF DESIGN - ALUMINUM FENCE, STYLE # 101 - 48" HEIGHT, AS MANUFACTURED BY JERITH MANUFACTURING CO., INC.

5"6"

FURNITURE OR TRASH RECEPTACLE

CONCRETE SLAB

CONCRETE EXPANSION ANCHOR, 3" EMBEDMENT MIN.

3" TYP

1/2" DIA. MAX. PEA GRAVEL

COMPACTED SUBGRADE TYP MIRIFI 140N NON- WOVEN GEOTEXTILE FABRIC OR APPROVED EQUAL. LEAVE +/- 1.5' SPACES BETWEEN +/- 10' LENGTHS OF FABRIC TO ENSURE DRAINAGE. TYP

LAWN

SEE PLANS

FENCE LINE

18"-24" WIDE NEW TOPSOIL TO CONNECT TO

SURROUNDING GRADE

SUBGRADE SEED NEW TOPSOIL TO LAWN STONE DUST

2"

4" COMPACTED AGGREGATE BASE

SEE PLANS

8" --FILTER = 16"

MIN.

8" MIN. FLO

W

FLO W

PERSPECTIVE VIEW

SECTION VIEW

36" MIN. FENCE POST

UNDISTURBED GROUND EMBED FILTER CLOTH

A MIN. OF 6" IN GROUND. COMPACT SOIL

FLOW -

-

20" MIN.

16" MIN. 4"

WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH

CONSTRUCTION SPECIFICATIONS

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWARE.

2. FILTER CLOTH TO BE FASTENED SEUCRELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

PROTECTIVE ORANGE CONSTRUCTION FENCING

METAL STAKES @ 6' O.C.

FINISHED GRADE

LOCATE FENCING AT DRIP LINE 12' MINIMUM

2' - 0" 3"

4x4 PPT POST 1x6 PPT BOARD

3" 3"

5' - 0" SEE PLAN

2x4 PPT BOARD

4' - 0"

CONCRETE PATIO SLAB

ELEVATION - SIDE

FENCE POST BASE BRACKET, HEAVY DUTY STEEL, ATTACHED TO POST WITH CARRIAGE BOLTS AND TO PAVEMENT WITH

HILTI BOLTS

8"

ELEVATION - FRONT

These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©

AT H :

SWBR Project Number Checked By:

Project Manager: Drawn By:

Revisions

BIM 360://21116.00 Excelsior Rid gewood Site Improvements/21116. 00 Excelsior Ridgewood Site Improvements.rvt

21116.00 Checker

LANDSCAPE DETAILS

BP Author

L-501

Excelsior Communities Bradford Hills (Formerly Ridgewood) Apartments Site Improvements

986 Monroe Ave. Rochester, NY, 14620

8/2/2021

1 1/2" = 1'-0"

1 CONCRETE PAVEMENT SECTION

3/4" = 1'-0"

3 ALUMINUM FENCE - JERITH STYLE #101

1 1/2" = 1'-0"

2 FURNITURE SURFACE MOUNT ON CONCRETE

1" = 1'-0"

4 PEA GRAVEL/ METAL EDGING DETAIL

1 1/2" = 1'-0"

5 STONE DUST SURFACE SPADE CUT EDGE

1/2" = 1'-0"

6 SILT FENCE

1/4" = 1'-0"

7 VEGETATION PROTECTION

1/2" = 1'-0"

8 WOOD FENCE

(7)

GRANITE CONTINUES DOWN THE FACE OF EACH END TO THE TOP OF CONCRETE

GRILL

22 GA. ALUM. FLASHING . EXTEND 3/4" PAST WOOD. PAINT BLACK

RECLAIMED WOOD PLANK VENEER 3/4" EXTERIOR GRADE PLYWOOD 2X PPT WOOD FRAMING

16 GA. ALUMINUM SKIRT AROUND ENTIRE PERIMETER. PAINT BLACK.

DIAGONAL STUD BRACING @32" OC MAX.

CONCRETE SLAB

2' - 0"

3' - 0"

GAS CONNECTION TO GRILLS, WATER

& SANITARY CONNECTIONS TO SINK, REFER TO MEP DWGS FOR

INSTALLATION DEPTHS & SPECIFICATIONS

NOTES:

1. GRILL PROVIDED BY OWNER, GAS CONNECTION BY CONTRACTOR. 2. REFER TO MEP DWGS FOR GAS, WATER, & SANITARY

CONNECTIONS

387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com

These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©

LE P AT H :

SWBR Project Number Checked By:

Project Manager: Drawn By:

Revisions

8/ 2/ 2021 3: 08: 50 P BIM 360://21116.00 Excelsior Rid gewood Site Improvements/21116. 00 Excelsior Ridgewood Site Improvements.rvt

21116.00 Checker

FURNITURE DETAILS

AND CUT SHEETS

BP Author

L-502

Planning Board

Submission

Excelsior Communities Bradford Hills (Formerly Ridgewood) Apartments Site Improvements

986 Monroe Ave. Rochester, NY, 14620

8/2/2021

12" = 1'-0"

1 RECTANGULAR FIRE PIT

3/4" = 1'-0"

2 GRILLING STATION

Figure

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References

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