5. CD101 Existing Features and Demolition Plan A.pdf

RICHMOND AVE.

VA HOSPITAL DR.

MEMORIAL DR.

RED

FIE

LD

PK

WY.

PA

RK

R D.

VETERANSA

B

C D

LP

#13

STS

DMH WITH EMERGENCY PUMP

RIM: 904.49

BOT.: 886.54

D

30" TREE

24" TREE

36"

TREE

18"

TREE

GOVT.

VEHICLE

SIGN

3" TREE

3" TREE

VA HOSPITAL DRIVE

WATER MH

RIM: 903.74

T CONNECTION

4" PIPE INV.: 898.94

DIRECTION

SIGN

BLDG. 30

FFE: 904.04

SHED

LP

LP

LP

LP

Y/4"

LP

#14

DS

DS

DS

3" DRAIN

DS

PAVILION

ELEC.

PANEL

SPIGOT

FLAG POLE

DS

DS

DS

DS

DS

DS

DS

12"

TREE

2" TREE

DUMPSTER

ELEC.

POSTS

ADA PARKING

SIGN

GRATE

3" DRAIN

PERMANENT

PUMP STAION

GRATE

SIAMESE

CONN.

CO

BLDG 30

SIGN

WV

WV

FH

TEMP PIPE

CO

15"HDPE

INV. 896.50

PUMP

CONNEC.

GV

CO

3" DRAIN

STSSTS

STS

STS

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

ST

S

ST

S

ST

S

DS

DS

CO

COMM COMM

COMM

COMM

COMM

STS

STS

ST

S ~

4" PVC

4" P

VC

4" CI GAS LINE

3" DIP6" DIPUNKNOWN

UTILITY

UNKNOWN

UTILITY

TH #2, 2A, 2B

TH #3

TH #4 TH #5

TH #7

TH #8

TH #9

TH #10

TH #1

TH #6

EDGE OF PAVEMENT

32"

TREE

36"

TREE

30"

TREE

36"

TREE

S

SAN MH

RIM: 901.69

INV. IN: 898.44 (SW)

INV. OUT: 898.36

4" PVC

S

SAN MH

RIM: 903.02

INV. IN: 898.02 (SW)

INV. IN: 897.77 (N)

INV. IN: 897.77 (N)

INV. OUT: 987.69

6" PVC ~

6" C

IP

D

SAN MH

RIM: 902.77

INV. IN: 896.82 (NE)

INV. IN: 898.34 (E)

INV. OUT: 896.84

STS

STS

STS 12" RCP

D

SAN MH

RIM: 904.67

INV. IN: 895.89 (N)

INV. IN: 895.89 (E)

INV. OUT: 895.82

STS 12" RCP

STS

STS

12" RCP

ST

S

6" CIP

2X2 BOX, M-TOP

TG: 902.39

STS

STS

STS

8" R

CP

12" RCP

16" DIAMETER

INSULATED

STEAM PIPE

4" DRAIN

RIM: 902.48

4" PVC

2X2 BOX, M-TOP

TG: 903.51

INV. IN: 901.58 (NW)

INV. OUT: 901.16 (SW)

4" P

VC

D

STORM MH

TG: 903.50

INV. IN: 900.16 (NE)

INV. OUT: 900.06 (NW)

STS

STS

STS

STS

STS

INV. 899.98

" H

DP

E

4" DRAIN

RIM: 903.27

4" P

VC

W

STS

STS

STS

STS 4" PVC

D

STORM MH

TG: 903.20

INV. IN: 898.94 (N)

INV. OUT: 898.85 (SW)

4" PVC

12" HDPE

STS

STS

STS

DS

DS

BITUMINOUS PAVING

EDGE OF PAVEMENT

CONC S'WALK

CONCRETE PATIO

CONCRETE PATIO

CONCRETE PATIO

10" TREE

BITUMINOUS PAVING

CONC S'WALK

CO

NC

S 'W

AL

K

.7'

[4.

8m

GRASS

LP

BOLLARD

(TYP)

GRASS

GRASS

GRASS

EDGE OF PAVEMENT

4" CI GAS LINE

2" CI GAS LINE

GRASS

BRICK S'W

ALK

CONC S'WALK

LAWN REMOVAL

CRAWL SPACE

FULL

BASEMENT

DOG RUN AREA TO BE

REMOVED & REPLACED

AFTER RESTORATION AS

PART OF THIS CONTRACT

LP

#13

STS

DMH WITH EMERGENCY PUMP

RIM: 904.49

BOT.: 886.54

D

30" TREE

24" TREE

36"

TREE

18"

TREE

GOVT.

VEHICLE

SIGN

3" TREE

3" TREE

VA HOSPITAL DRIVE

WATER MH

RIM: 903.74

T CONNECTION

4" PIPE INV.: 898.94

DIRECTION

SIGN

BLDG. 30

FFE: 904.04

SHED

LP

LP

LP

LP

Y/4"

LP

#14

DS

DS

DS

3" DRAIN

DS

PAVILION

ELEC.

PANEL

SPIGOT

FLAG POLE

DS

DS

DS

DS

DS

DS

DS

12"

TREE

2" TREE

DUMPSTER

ELEC.

POSTS

ADA PARKING

SIGN

GRATE

3" DRAIN

PERMANENT

PUMP STAION

GRATE

SIAMESE

CONN.

CO

BLDG 30

SIGN

WV

WV

FH

TEMP PIPE

CO

15"HDPE

INV. 896.50

PUMP

CONNEC.

GV

CO

3" DRAIN

STSSTS

STS

STS

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

ST

S

ST

S

ST

S

DS

DS

CO

COMM COMM

COMM

COMM

COMM

STS

STS

ST

S ~

4" PVC

4" P

VC

4" CI GAS LINE

3" DIP6" DIPUNKNOWN

UTILITY

UNKNOWN

UTILITY

TH #2, 2A, 2B

TH #3

TH #4 TH #5

TH #7

TH #8

TH #9

TH #10

TH #1

TH #6

EDGE OF PAVEMENT

32"

TREE

36"

TREE

30"

TREE

36"

TREE

S

SAN MH

RIM: 901.69

INV. IN: 898.44 (SW)

INV. OUT: 898.36

4" PVC

S

SAN MH

RIM: 903.02

INV. IN: 898.02 (SW)

INV. IN: 897.77 (N)

INV. IN: 897.77 (N)

INV. OUT: 987.69

6" PVC ~

6" C

IP

D

SAN MH

RIM: 902.77

INV. IN: 896.82 (NE)

INV. IN: 898.34 (E)

INV. OUT: 896.84

STS

STS

STS 12" RCP

D

SAN MH

RIM: 904.67

INV. IN: 895.89 (N)

INV. IN: 895.89 (E)

INV. OUT: 895.82

STS 12" RCP

STS

STS

12" RCP

ST

S

6" CIP

2X2 BOX, M-TOP

TG: 902.39

STS

STS

STS

8" R

CP

12" RCP

16" DIAMETER

INSULATED

STEAM PIPE

4" DRAIN

RIM: 902.48

4" PVC

2X2 BOX, M-TOP

TG: 903.51

INV. IN: 901.58 (NW)

INV. OUT: 901.16 (SW)

4" P

VC

D

STORM MH

TG: 903.50

INV. IN: 900.16 (NE)

INV. OUT: 900.06 (NW)

STS

STS

STS

STS

STS

INV. 899.98

" H

DP

E

4" DRAIN

RIM: 903.27

4" P

VC

W

STS

STS

STS

STS 4" PVC

D

STORM MH

TG: 903.20

INV. IN: 898.94 (N)

INV. OUT: 898.85 (SW)

4" PVC

12" HDPE

STS

STS

STS

DS

DS

BITUMINOUS PAVING

EDGE OF PAVEMENT

CONC S'WALK

CONCRETE PATIO

CONCRETE PATIO

CONCRETE PATIO

10" TREE

BITUMINOUS PAVING

CONC S'WALK

CO

NC

S 'W

AL

K

.7'

[4.

8m

GRASS

LP

BOLLARD

(TYP)

GRASS

GRASS

GRASS

EDGE OF PAVEMENT

4" CI GAS LINE

2" CI GAS LINE

GRASS

BRICK S'W

ALK

CONC S'WALK

LAWN REMOVAL

CRAWL SPACE

FULL

BASEMENT

DOG RUN AREA TO BE

REMOVED & REPLACED

AFTER RESTORATION AS

PART OF THIS CONTRACT

LmA OnB

BLDG. 7

BLDG. 5

LANDS N/F

GENESEE PARK PLACE ASSOCIATES, LP

145 PARK ROAD

CONC. ROAD BASE

APPROXIMATE

LOCATION

CONC. ROAD BASE

APPROXIMATE

LOCATION

18"

TREE

12"

TREE

16"

TREE

SE

E

SH

EE

T C D1

SITE SYMBOL - DEMOLITION

EXISTING LAWN AREA TO BE REMOVED

AND RESTORED

SITE SYMBOL

TEST HOLE #TH#

TREES TO BE REMOVED AS PART OF THIS

CONTRACT, SEE TREE REMOVAL SCHEDULE

EXISTING TREELINE TO BE REMOVED

10" TREE10"

TREE

10"

TREE

18" TREE

40"

TREE.

14"

TREE

24" TREE

24" TREE

18" TREE

24" TREE

12"

TREE

S

S

E T

10" TREE10"

TREE

10"

TREE

18" TREE

40"

TREE.

14"

TREE

24" TREE

24" TREE

18" TREE

24" TREE

12"

TREE

BLDG. 6

VETERAN MEMORIAL DR.

BLDG. 8

14"

TREE

14"

TREE

8"

TREE

12"

TREE

24"

TREE42

36"

TREE

44 TREE

8/1/2022

Batavia VA Medical Center Batavia, NY

528A4-18-203

CHRIS GEARY PE# 099085

Schadler/Waldron Geary

811 OR 1-800-962-7962

Project Number

Building Number

Sheet Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. of

SITE SYMBOLS - GENERAL

BENCHMARK:

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

BRICK WALKWAY

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES (PROP.)

SLANTED TEXT INDICATES EXISTING FEATURES (EX.)

STORM SEWER LINE

UTILITY, UTILITY POLE (UP)

UTILITY, WATER MANHOLEW

UTILITY, ELECTRICAL MANHOLEE

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

TREE

DRAINAGE CATCH BASIN

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

ELECTRIC LINE

Ø DIAMETER

APPROX APPROXIMATELY

BLDG BUILDING

CIP CAST IRON PIPE

CO CLEANOUT

CONC CONCRETE

CS CURB STOP

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EMH ELECTRIC MANHOLE

EHH ELECTRIC HANDHOLE

EOP EDGE OF PAVEMENT

FES FLARED END SECTION

GOVT GOVERNMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

INSP INSPECTION

INV STORMWATER PIPE END

IP IRON PIN

LF LINEAR FEET

MH MANHOLE

N/F NOW OR FORMERLY

NRCS NATIONAL RESOURCE CONSERVATION SERVICE

PLCC PLAIN CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RCP REINFORCED-CONCRETE PIPE

S'WALK SIDEWALK

SF SQUARE FEET

SAN CO SANITARY CLEANOUT

STMH STEAM MANHOLE

TELE TELEPHONE

TEMP TEMPORARY

TMH TELEPHONE MANHOLE

TH TEST HOLE

TYP TYPICAL

WMH WATER MANHOLE

Y/4" 4" WIDE YELLOW PAINT LINE

DRAINAGE MANHOLE (DMH)D

GAS VALVE

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SAN MH)S

WATER VALVE (WV)

COMMUNICATION LINE

FIBER OPTIC LINE

GAS LINE

SANITARY SEWER LINE

STS

STEAM LINE

TELEPHONE LINE

UNKNOWN LINE

CENTERLINE

CHAINLINK FENCE

X X METAL FENCE

NRCS SOIL LINE

VEGETATION

LAMP POST

LIGHT POST (LP)

BOLLARD

CONCRETE

APPROXIMATE PROPERTY LINE

E UTILITY, ELECTRICAL HANDHOLE

COMM

GAS

SAN

ST

KEY MAP

1"=800' SCALE: 1"=20'

40'20'0'

TEST HOLE RESULTS BY ENGINEER

TEST HOLE

NUMBER

DEPTH TO

UTILITY

(FEET)

UTILITY

PIPE

SIZE

(INCHES)

REMARKS

1 5.0 GAS -

GAS LINE UNABLE TO BE EXPOSED DUE TO

STONE FILL COLLAPSING DURING

EXCAVATION. GAS LINE BELOW 60"

2 3.0 ELECTRIC 4

TWO ELECTRICAL CONDUITS WITH A ONE

OR TWO INCH CONDUIT AND UTILITY TAPE

RUNNING PARALLEL TO ROADWAY

2A 2.6 ELECTRIC 1 ONE INCH CONDUIT RUNNING PARALLEL TO

THE FRONT OF BUILDING 30

2B 3.0 - -

UTILITY TAPE WAS FOUND AT 36 INCHES IN

DEPTH BUT UNABLE TO EXPOSE UTILITY

DUE TO STONE COLLAPSING IN TEST HOLE

3 2.7 COMMUNICATION 4 TWO COMMUNICATION LINES RUNNING

PARALLEL

4 2.9 - 4 FOUR INCH METAL CONDUIT

5 4.9 GAS 2 N/A

6 3.0 COMMUNICATION 4 TWO COMMUNICATION LINES RUNNING

PARALLEL

7 5.5 GAS 4 N/A

8 2.7 STEAM 16 INSULATED STEAM LINE

9 4.0 SANITARY 4

GENERAL NOTES:

1. THE CONTRACTOR SHALL CONDUCT SIX (6) TEST PITS WITH THE COR WITNESSING TO

VERIFY EXISTING CONDITIONS. TEST PITS SHALL BE CONDUCTED AFTER COORDINATION

WITH VA COR AND INSPECTED BY THE VA COR FOR ACCEPTANCE. THE CONTRACTOR SHALL

PROVIDE A SUBMITTAL WITH DOCUMENTATION OF THE TEST PITS CONDUCTED.

2. REFER TO TREE REMOVAL SCHEDULE ON THIS DRAWING. AREA WHERE TREES REMOVED

SHALL BE PROMPTLY STABILIZED TO PREVENT SOIL EROSION AND METHODS OF

STABILIZATION SHALL BE SUBMITTED AS PER THE SOILD AND EROSION CONTROL PLAN

SUBMITTALS.

3. AS PER THE 010000 GENERAL REQUIREMENTS, THE CONTRACTOR SHALL REPORT ANY PRE-EXISTING

CONDITIONS TO VA COR PRIOR TO COMMENCEMENT OF WORK OR THE CONTRACTOR SHALL

RESUME RESPONSIBILITY OF ANY ISSUES DISCOVERED.

REVISED PER CONFERENCE CALL ON MARCH 9, 2021

REVISED PER 60% DESIGN REVIEW LETTERS

REVISED PER 90% DESIGN REVIEW LETTERS

REVISED PER FONT ISSUE/LINE ISSUE

5/11/2021 9/10/2021 2/4/2022 7/26/2022

CD101

5 23

Improve Ground Water, Building 30

Existing Features And Demolition Plan 'A' Bid Documents For Construction

TREE REMOVAL NOTES:

A. THE LOCATION AND DIAMETER OF THE TREES SHOWN IN THE CHART, PROVIDED ON DRAWINGS CD-101

THROUGH CD-104, ARE AN APPROXIMATE LOCATION AND BASE SIZE. ALL OF THE TREES ON CAMPUS ARE MARKED WITH YELLOW TAGS AND THE CORRESPONDING NUMBER. BIDDERS SHALL VERIFY TREES ON

CAMPUS PRIOR TO BIDDING ON PROJECT.

B. TREES SHALL BE CUT DOWN, STUMPS AND ROOTS GROUND DOWN MINIMUM OF 6 INCHES BELOW SURFACE, ALL DEBRIS REMOVED FROM SITE (WOOD AND SAW DUST), PROVIDE 6 INCHES OF CLEAN AND SCREENED TOPSOIL, HYDROSEEDED AND WATER DAILY AS PER THIS CONTRACT (USING A WATER TRUCK).

SAWDUST SHALL NOT BE BURIED, ALL SAW DUST SHALL BE REMOVED FROM SITE AND INSPECTED BY VA COR PRIOR TO TOPSOIL. THESE REQUIREMENTS ARE FURTHER OUTLINED IN THE NOTES ON DRAWING

GI002.

C. GRIND STUMP, NO TREE TO CUT AT THIS LOCATION.

D. MISCELLANEOUS TREE(S) TO BE REMOVED DURING THE PROJECT IDENTIFIED BY THE VA COR. THE TREES

THAT SHALL BE REMOVED IN ADDITION TO WHAT IS IDENTIFIED ON THE DRAWINGS ARE UP TO 36 INCHES

IN DIAMETER AT THE BASE OF THE TREE.

TREE REMOVAL SCHEDULE

DRAWING ITEM #

BASE

DIAMETER

(INCHES)

NOTES

CD-101 1 32 A,B

CD-101 34 40 A,B

CD-101 35 14 A,B

CD-101 36 18 A,B

CD-101 37 18 A,B

CD-101 38 12 A,B

CD-101 39 14 A,B

CD-101 40 18 A,B

CD-101 41 12 A,B

CD-101 42 8 A,B

CD-101 43 16 A,B

CD-101 44 12 A,B

CD-101 45 36 A,B

CD-101 46 24 A,B

NA 47 36 A,B,D

NA 48 36 A,B,D

NA 49 36 A,B,D

NA 50 36 A,B,D

NA 51 36 A,B,D

NA 52 36 A,B,D

IF TREE ROOTS ARE ENCOUNTERED DURING

EXCAVATION, THE CONTRACTOR SHALL CUT

DOWN TREE AND REMOVE THE STUMP AS

PART OF THIS CONTRACT. REFER TO TREE

REMOVAL SCHEDULE AS THERE ARE SIX (6)

ADDITIONAL TREES (47 THROUGH 52) TO BE

REMOVED AS PART OF THIS CONTRACT

DURING EXCAVATION THE CONTRACTOR WILL

ENCOUNTER RELATIVELY ROCKY SOIL. THE

CONTRACTOR SHALL REMOVE ALL OF THE ROCKS

FROM THE CAMPUS THAT ARE EXCAVATED LARGER

THAN A SOFTBALL IN SIZE. THE ROCKS SHALL NOT BE

RE-BURIED WHERE THEY CAN DAMAGE THE FORCE

MAIN PIPE OR TWO (2) PVC CONDUITS.

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

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SCALE

AutoCAD SHX Text

TU