210727 Riverside 901CM3043 Final Design - 5 of 6.pdf

A

A

A

A

A

A

A

A

A

BB

B B

3'- 0"

A

(TYP. TO ALL)

(TYP. TO ALL)

9'-0" 1'-0"

3'- 0"

1'-6"

4'- 0"

B

B

4'- 0"

1'-0"

B

B

3'- 0"

4'- 0"

1'-0"

1'-6"

1'-6"

3'- 0"

B

B

4'- 0"

1'-0"

1'-6"

BB

B B

9'-0" 1'-0"

3'- 0"

1'-6"

4'- 0"

A

A A A

A

A

A A A

3'- 0"

3'-6"

6'-6"

A

Riverside National Cemetery

4'-0"

3'- 0"

3'-0"

3'-6"

(TYP. TO ALL)

B

B

3'- 0"

4'- 0"

1'-0"

1'-6"

LIGHTING PLAN-SIGN WALL &

GATES

EL202

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

VCI Project Management Construction Management Engineering

BID DOCUMENTS

BID DOCUMENTS

D2

F4

F2

1/2"= 1'-0"

1/2"= 1'-0"

1/16"= 1'-0"

ELECTRICAL SITE PLAN- FIXTURE PLAN

1. ALL FIXTURE SHALL CONNECT TO EXISTING ELECTRICAL

PANEL WITH PHOTOCELL.

2. PROVIDE TWO SET OF NEW 120V, 20-AMP CIRCUIT (VIA 1"C, 2 #6, 1 #8G)

FROM NEW 20A/1P CB IN EXISTING PANEL.

3. EXISTING ELECTRICAL PANEL.PROVIDE 4 EA. 20A SINGLE

POLE BREAKER IN EXISTING PANEL.

4. THE FLOODLIGHT SHOULD BE AIMED AT LEAST TWO- THIRDS

UP THE SIGN. AFTER INSTALLATION IS COMPLETED, AIMING

CAN BE ADJUSTED TO PRODUCE THE BEST APPEARANCE.

5. EXISTING ELECTRICAL PULL BOX.

6. VEHICULAR GATE.

7. EXACT ROUTING OF ALL NEW CONDUITS SHALL BE

DETERMINED IN THE FIELD (COORDINATION WITH THE VA

AND LANDSCAPE CONTRACTOR) TO SUIT FIELD CONDITIONS

AND TO COMPLY WITH ALL REQUIREMENTS OF NEC, IBS, AND

OTHER APPLICABLE CODES.

KEYED NOTES

FIXTURE PLAN-EXISTING GATEFIXTURE PLAN-EXISTING GATE

PANELBOARD.

EXTERIOR WALL-WASHER, PROJECTOR .

CONDUIT LINE.

SSSF

SYMBOL

A

TYPE DESCRIPTION

IN GROUND MOUNTED WALL-WASHER WITH AIMABLE

LAMP AND FLOOD GUARD.

LIGHTING FIXTURE SCHEDULE

MODELMANUFACTURER

LUMENBEAM FLC230-40K-WLF-BRZZ-NO-CRC

OR APPROVED EQUAL

VOLTAGE

120 V

WATTS

50W

REMARKS

REFER TO DETAIL ON SHEET EL201

X

A

C6

1/4"= 1'-0"

MONUMENT SIGN WALL-ELEVATION & PLAN

LEGEND AND SYMBOLS

B

IN GROUND MOUNTED PROJECTOR WITH AIMABLE

LAMP AND FLOOD GUARD.

KONA 15663 OR APPROVED EQUAL 120 V 72W REFER TO DETAIL ON SHEET EL201B

E7

1/2"= 1'-0"

FIXTURE PLAN-EXISTING GATE

SEE DETAIL-E7

SEE DETAIL-C6

SEE DETAIL-F4

SEE DETAIL-F2

ETC

ALL ENTRANCE IMPROVEMENT WORK IS

EXCLUDED FROM THE BASE BID AND SHALL

BE INCLUDED IN ADD ALTERNATE #1.

56436

7/23/2021

VAN BUREN BLVD.

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

GROUTED COBBLE ARMOR

LANDSCAPE AREA

HATCH LEGEND

DEMOLITION, CONSTRUCTION,

IRRIGATION AND PLANTING

REFERENCE PLAN

L-101

JSBV

SCALE: 1"=30'-0"

DEMOLITION, CONSTRUCTION, IRRIGATION AND PLANTING REFERENCE PLAN

F1

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

LD402/ LS402/ LI402/ LP402

LD403/ LS403/ LI403/ LP403

LD404/ LS404/ LI404/ LP404

LD401/ LS401/ LI401/ LP401

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

#1.

LD402

LD401

D-08

D-09

D-12

TYP. OF 4

D-02

D-02

D-02

D-15

START

END

D-10

D-20

D-20

D-20

D-20

D-20

D-20

D-20

D-20

D-16

D-16

D-06

D-19

D-07

D-17

D-18

D-19

D-17 D-18

D-07

D-01

(1 BOULDER

TOTAL)

START

D-14

D-10

D-10

D-16

TYP.

TYP.

D-16

TYP.

D-16

TYP.

TYP.

TYP.

D-23

D-23

VAN BUREN BLVD.

12" DIA SYCAMORE

8" DIA SYCAMORE

6" DIA PEPPER

12" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

C

E

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

DEMOLITION KEYED NOTES

DEMOLITION GENERAL NOTES

D-02

CODE DESCRIPTION

GD-01 THE CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS CREATED BY DEMOLITION WORK WITH CLEAN BACKFILL MATERIAL WHICH SHALL BE

APPROVED BY COR PRIOR TO BACKFILL OPERATIONS.

GD-02 THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

GD-03 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO DEMOLITION, CONSTRUCTION, AND TRENCHING.

GD-04 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND

PAVEMENT TO REMAIN AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION

OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE TREE PROTECTION DETAILS AND

NOTES, E7/LP501.

GD-05 ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES.

GD-06 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO

THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE

DOCUMENTATION TO THE COR BEFORE PROCEEDING WITH ANY WORK.

CODE DESCRIPTION

D-01 REMOVE GROUPS OF GRAY BOULDERS AND STOCKPILE FOR REUSE.

D-02 REMOVE INDIVIDUAL MEDIAN BOULDER AND RETURN TO CEMETERY.

D-03 REMOVE TREE & GRIND STUMP TO 24" DEPTH. TREE SPECIES AND DIAMETER AT BREAST

HEIGHT (DBH) ARE AS INDICATED ON THE PLAN.

D-04 REMOVE SHRUB AND ROOTS TO 24" DEPTH.

D-05 REMOVE AND DISPOSE OF SOD, SOIL, SHRUBS, AND/OR GRAVEL MULCH TO 5" DEPTH OR AS

NEEDED TO CONSTRUCT NEW CONCRETE MOW CURB OR INSTALL NEW PLANTING BED

WITH GRAVEL MULCH (REFERENCE DETAIL C6/LS502). SEPARATE, SCREEN, AND

STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING PLAN).

D-06 REMOVE GRAVEL MULCH, SHRUBS, AND SOIL TO DEPTH AS NEEDED (5" MINIMUM) TO

INSTALL NEW LANDSCAPE IMPROVEMENTS WITHIN MEDIAN PER DETAIL F7/LP501.

SEPARATE, SCREEN, AND STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING

PLAN).

D-07 EXISTING RETAINING WALL AND CONCRETE MOW CURBS TO REMAIN.

D-08 REMOVE STONE VENEER SIGN WALL AND FOOTING TO FULL BASE DEPTH.

D-09 REMOVE LIGHT FIXTURE, ASSOCIATED CONDUITS AND CONCRETE PEDESTALS TO FULL

BASE DEPTH.

D-10 REMOVE CURB AND GUTTER TO APPROXIMATE EXTENTS SHOWN ON PLAN (REMOVE TO

NEAREST CONTROL/EXPANSION JOINT). REMOVE TO FULL BASE DEPTH.

D-11 REMOVE AND DISPOSE OF CONCRETE EDGER TO FULL BASE DEPTH.

D-12 REMOVE SOLAR POWER ASSEMBLY, FOOTING AND ASSOCIATED WIRING/CONDUIT TO FULL

BASE DEPTH. RETURN EQUIPMENT TO OWNER.

D-13 REMOVE IRRIGATION ROTOR INCLUDING CONCRETE SPRINKLER BLOCK, SWING JOINT

ASSEMBLY / RISER, CUT AND CAP LATERAL PIPING AT LOCATION OF SWING JOINT/RISER

CONNECTION TO LATERAL WHERE INDICATED TO REMAIN.

D-14 CUT AND REMOVE PVC LATERAL LINES AND FITTINGS TO LIMITS SHOWN. CAP LATERAL

PIPING AT ENDS OF SECTIONS TO REMAIN (REFERENCE IRRIGATION PLANS, SHEETS LI401

TO LI404).

D-15 REMOVE REMOTE CONTROL VALVE ASSEMBLY AND ASSOCIATED LATERAL, INCLUDING ALL

PIPING, FITTINGS, DRIP TUBING AND VALVE BOX TO THE SERVICE TEE. CAP ANY SERVICE

TEES NOT RECEIVING NEW REMOTE CONTROL VALVES (REFERENCE IRRIGATION PLANS,

SHEETS LI401 TO LI404).

D-16 EXISTING RECYCLED WATER PVC MAINLINE TO REMAIN (LOCATION IS APPROXIMATE,

CONTRACTOR SHALL FIELD VERIFY).

D-17 EXISTING PVC LATERAL LINES TO REMAIN.

D-18 EXISTING IRRIGATION ROTOR TO REMAIN.

D-19 EXISTING REMOTE CONTROL VALVE TO REMAIN.

D-20 REMOVE IN-GROUND PVC FLAG POLE SLEEVE AND CONCRETE FOOTING, TO FULL BASE

DEPTH.

D-21 EXISTING SIGN, POST, AND BASE TO REMAIN.

D-22 EXISTING IRRIGATION SATELLITE CONTROLLER TO REMAIN.

D-23 EXISTING CONCRETE EDGER TO REMAIN.

D-24 EXISTING WALL MOUNTED ELECTRICAL PANEL AND IN-GROUND PULL BOX TO REMAIN.

D-25 EXISTING WROUGHT IRON FENCE AND GATE TO REMAIN.

D-26 LIMITS OF REMOVAL IN THIS AREA ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. ALL

EXISTING GRAVEL MULCH SHALL BE REMOVED.

D-27 EXISTING LIGHTING TO BE REMOVED, REF. ELECTRICAL DEMOLITION PLAN, EL201.

E

C

DEMOLITION PLAN ENLARGEMENT

LD401

JSBV

SCALE: 1"=10'-0"

DEMOLITION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: NTS

KEY PLAN

F8

VAN BUREN BLVD.

NORTH

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

LD401

LD403

LD402

D-01

D-01

D-02

D-02

D-02

D-05

D-06

D-06

D-06

D-05

D-11

D-19

D-18

D-18

D-17

D-17

D-17

D-16

D-16

D-16

D-16

D-15

D-15

D-13

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

D-18

D-03

D-19

(3 BOULDERS

TOTAL)

(3 BOULDERS

TOTAL)

D-03

D-03

D-03

D-03

D-04

D-17

D-21

D-20

D-20

D-20

D-20

D-20

D-20

D-02

D-13

(1 BOULDER

TOTAL)

D-14

END

START

D-17

D-17

D-18

TYP.

D-18

TYP.

C

D-22

D-23

D-23

E

D-24

D-25

D-26

D-18

D-27

D-27

D-06

D-25

D-25

D-18

D-19

D-26

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

8" DIA SYCAMORE

24" DIA PEPPER

8" DIA PEPPER

16" DIA SYCAMORE

12" DIA SYCAMORE

24" DIA PEPPER

12" DIA SYCAMORE

6" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

C

E

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

DEMOLITION KEYED NOTES

DEMOLITION GENERAL NOTES

D-02

CODE DESCRIPTION

GD-01 THE CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS CREATED BY DEMOLITION WORK WITH CLEAN BACKFILL MATERIAL WHICH SHALL BE

APPROVED BY COR PRIOR TO BACKFILL OPERATIONS.

GD-02 THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

GD-03 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO DEMOLITION, CONSTRUCTION, AND TRENCHING.

GD-04 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND

PAVEMENT TO REMAIN AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION

OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE TREE PROTECTION DETAILS AND

NOTES, E7/LP501.

GD-05 ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES.

GD-06 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO

THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE

DOCUMENTATION TO THE COR BEFORE PROCEEDING WITH ANY WORK.

CODE DESCRIPTION

D-01 REMOVE GROUPS OF GRAY BOULDERS AND STOCKPILE FOR REUSE.

D-02 REMOVE INDIVIDUAL MEDIAN BOULDER AND RETURN TO CEMETERY.

D-03 REMOVE TREE & GRIND STUMP TO 24" DEPTH. TREE SPECIES AND DIAMETER AT BREAST

HEIGHT (DBH) ARE AS INDICATED ON THE PLAN.

D-04 REMOVE SHRUB AND ROOTS TO 24" DEPTH.

D-05 REMOVE AND DISPOSE OF SOD, SOIL, SHRUBS, AND/OR GRAVEL MULCH TO 5" DEPTH OR AS

NEEDED TO CONSTRUCT NEW CONCRETE MOW CURB OR INSTALL NEW PLANTING BED

WITH GRAVEL MULCH (REFERENCE DETAIL C6/LS502). SEPARATE, SCREEN, AND

STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING PLAN).

D-06 REMOVE GRAVEL MULCH, SHRUBS, AND SOIL TO DEPTH AS NEEDED (5" MINIMUM) TO

INSTALL NEW LANDSCAPE IMPROVEMENTS WITHIN MEDIAN PER DETAIL F7/LP501.

SEPARATE, SCREEN, AND STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING

PLAN).

D-07 EXISTING RETAINING WALL AND CONCRETE MOW CURBS TO REMAIN.

D-08 REMOVE STONE VENEER SIGN WALL AND FOOTING TO FULL BASE DEPTH.

D-09 REMOVE LIGHT FIXTURE, ASSOCIATED CONDUITS AND CONCRETE PEDESTALS TO FULL

BASE DEPTH.

D-10 REMOVE CURB AND GUTTER TO APPROXIMATE EXTENTS SHOWN ON PLAN (REMOVE TO

NEAREST CONTROL/EXPANSION JOINT). REMOVE TO FULL BASE DEPTH.

D-11 REMOVE AND DISPOSE OF CONCRETE EDGER TO FULL BASE DEPTH.

D-12 REMOVE SOLAR POWER ASSEMBLY, FOOTING AND ASSOCIATED WIRING/CONDUIT TO FULL

BASE DEPTH. RETURN EQUIPMENT TO OWNER.

D-13 REMOVE IRRIGATION ROTOR INCLUDING CONCRETE SPRINKLER BLOCK, SWING JOINT

ASSEMBLY / RISER, CUT AND CAP LATERAL PIPING AT LOCATION OF SWING JOINT/RISER

CONNECTION TO LATERAL WHERE INDICATED TO REMAIN.

D-14 CUT AND REMOVE PVC LATERAL LINES AND FITTINGS TO LIMITS SHOWN. CAP LATERAL

PIPING AT ENDS OF SECTIONS TO REMAIN (REFERENCE IRRIGATION PLANS, SHEETS LI401

TO LI404).

D-15 REMOVE REMOTE CONTROL VALVE ASSEMBLY AND ASSOCIATED LATERAL, INCLUDING ALL

PIPING, FITTINGS, DRIP TUBING AND VALVE BOX TO THE SERVICE TEE. CAP ANY SERVICE

TEES NOT RECEIVING NEW REMOTE CONTROL VALVES (REFERENCE IRRIGATION PLANS,

SHEETS LI401 TO LI404).

D-16 EXISTING RECYCLED WATER PVC MAINLINE TO REMAIN (LOCATION IS APPROXIMATE,

CONTRACTOR SHALL FIELD VERIFY).

D-17 EXISTING PVC LATERAL LINES TO REMAIN.

D-18 EXISTING IRRIGATION ROTOR TO REMAIN.

D-19 EXISTING REMOTE CONTROL VALVE TO REMAIN.

D-20 REMOVE IN-GROUND PVC FLAG POLE SLEEVE AND CONCRETE FOOTING, TO FULL BASE

DEPTH.

D-21 EXISTING SIGN, POST, AND BASE TO REMAIN.

D-22 EXISTING IRRIGATION SATELLITE CONTROLLER TO REMAIN.

D-23 EXISTING CONCRETE EDGER TO REMAIN.

D-24 EXISTING WALL MOUNTED ELECTRICAL PANEL AND IN-GROUND PULL BOX TO REMAIN.

D-25 EXISTING WROUGHT IRON FENCE AND GATE TO REMAIN.

D-26 LIMITS OF REMOVAL IN THIS AREA ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. ALL

EXISTING GRAVEL MULCH SHALL BE REMOVED.

D-27 EXISTING LIGHTING TO BE REMOVED, REF. ELECTRICAL DEMOLITION PLAN, EL201.

E

C

DEMOLITION PLAN ENLARGEMENT

LD402

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

DEMOLITION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

LD403

L D

L D

D-02

D-02

D-02

D-02

D-02

D-06

D-06

D-06

D-15

D-04

D-04

D-04

D-21

D-21

D-20

D-20

D-20

D-20

D-20

D-20

D-20

D-04

D-20

D-20

D-20

D-20

D-20

C

E

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

DEMOLITION KEYED NOTES

DEMOLITION GENERAL NOTES

D-02

CODE DESCRIPTION

GD-01 THE CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS CREATED BY DEMOLITION WORK WITH CLEAN BACKFILL MATERIAL WHICH SHALL BE

APPROVED BY COR PRIOR TO BACKFILL OPERATIONS.

GD-02 THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

GD-03 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO DEMOLITION, CONSTRUCTION, AND TRENCHING.

GD-04 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND

PAVEMENT TO REMAIN AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION

OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE TREE PROTECTION DETAILS AND

NOTES, E7/LP501.

GD-05 ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES.

GD-06 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO

THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE

DOCUMENTATION TO THE COR BEFORE PROCEEDING WITH ANY WORK.

CODE DESCRIPTION

D-01 REMOVE GROUPS OF GRAY BOULDERS AND STOCKPILE FOR REUSE.

D-02 REMOVE INDIVIDUAL MEDIAN BOULDER AND RETURN TO CEMETERY.

D-03 REMOVE TREE & GRIND STUMP TO 24" DEPTH. TREE SPECIES AND DIAMETER AT BREAST

HEIGHT (DBH) ARE AS INDICATED ON THE PLAN.

D-04 REMOVE SHRUB AND ROOTS TO 24" DEPTH.

D-05 REMOVE AND DISPOSE OF SOD, SOIL, SHRUBS, AND/OR GRAVEL MULCH TO 5" DEPTH OR AS

NEEDED TO CONSTRUCT NEW CONCRETE MOW CURB OR INSTALL NEW PLANTING BED

WITH GRAVEL MULCH (REFERENCE DETAIL C6/LS502). SEPARATE, SCREEN, AND

STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING PLAN).

D-06 REMOVE GRAVEL MULCH, SHRUBS, AND SOIL TO DEPTH AS NEEDED (5" MINIMUM) TO

INSTALL NEW LANDSCAPE IMPROVEMENTS WITHIN MEDIAN PER DETAIL F7/LP501.

SEPARATE, SCREEN, AND STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING

PLAN).

D-07 EXISTING RETAINING WALL AND CONCRETE MOW CURBS TO REMAIN.

D-08 REMOVE STONE VENEER SIGN WALL AND FOOTING TO FULL BASE DEPTH.

D-09 REMOVE LIGHT FIXTURE, ASSOCIATED CONDUITS AND CONCRETE PEDESTALS TO FULL

BASE DEPTH.

D-10 REMOVE CURB AND GUTTER TO APPROXIMATE EXTENTS SHOWN ON PLAN (REMOVE TO

NEAREST CONTROL/EXPANSION JOINT). REMOVE TO FULL BASE DEPTH.

D-11 REMOVE AND DISPOSE OF CONCRETE EDGER TO FULL BASE DEPTH.

D-12 REMOVE SOLAR POWER ASSEMBLY, FOOTING AND ASSOCIATED WIRING/CONDUIT TO FULL

BASE DEPTH. RETURN EQUIPMENT TO OWNER.

D-13 REMOVE IRRIGATION ROTOR INCLUDING CONCRETE SPRINKLER BLOCK, SWING JOINT

ASSEMBLY / RISER, CUT AND CAP LATERAL PIPING AT LOCATION OF SWING JOINT/RISER

CONNECTION TO LATERAL WHERE INDICATED TO REMAIN.

D-14 CUT AND REMOVE PVC LATERAL LINES AND FITTINGS TO LIMITS SHOWN. CAP LATERAL

PIPING AT ENDS OF SECTIONS TO REMAIN (REFERENCE IRRIGATION PLANS, SHEETS LI401

TO LI404).

D-15 REMOVE REMOTE CONTROL VALVE ASSEMBLY AND ASSOCIATED LATERAL, INCLUDING ALL

PIPING, FITTINGS, DRIP TUBING AND VALVE BOX TO THE SERVICE TEE. CAP ANY SERVICE

TEES NOT RECEIVING NEW REMOTE CONTROL VALVES (REFERENCE IRRIGATION PLANS,

SHEETS LI401 TO LI404).

D-16 EXISTING RECYCLED WATER PVC MAINLINE TO REMAIN (LOCATION IS APPROXIMATE,

CONTRACTOR SHALL FIELD VERIFY).

D-17 EXISTING PVC LATERAL LINES TO REMAIN.

D-18 EXISTING IRRIGATION ROTOR TO REMAIN.

D-19 EXISTING REMOTE CONTROL VALVE TO REMAIN.

D-20 REMOVE IN-GROUND PVC FLAG POLE SLEEVE AND CONCRETE FOOTING, TO FULL BASE

DEPTH.

D-21 EXISTING SIGN, POST, AND BASE TO REMAIN.

D-22 EXISTING IRRIGATION SATELLITE CONTROLLER TO REMAIN.

D-23 EXISTING CONCRETE EDGER TO REMAIN.

D-24 EXISTING WALL MOUNTED ELECTRICAL PANEL AND IN-GROUND PULL BOX TO REMAIN.

D-25 EXISTING WROUGHT IRON FENCE AND GATE TO REMAIN.

D-26 LIMITS OF REMOVAL IN THIS AREA ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. ALL

EXISTING GRAVEL MULCH SHALL BE REMOVED.

D-27 EXISTING LIGHTING TO BE REMOVED, REF. ELECTRICAL DEMOLITION PLAN, EL201.

E

C

DEMOLITION PLAN ENLARGEMENT

LD403

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

DEMOLITION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

L D

L D

D-02

D-02

D-06

D-15

D-04

D-04

D-20

D-20

D-20

D-20

D-20

D-20

D-20

D-20

D-21

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

6" DIA HACKBERRY

6" DIA HACKBERRY

6" DIA HACKBERRY

8" DIA HACKBERRY

12" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA HACKBERRY

8" DIA SYCAMORE

C

E

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

DEMOLITION KEYED NOTES

DEMOLITION GENERAL NOTES

D-02

CODE DESCRIPTION

GD-01 THE CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS CREATED BY DEMOLITION WORK WITH CLEAN BACKFILL MATERIAL WHICH SHALL BE

APPROVED BY COR PRIOR TO BACKFILL OPERATIONS.

GD-02 THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

GD-03 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO DEMOLITION, CONSTRUCTION, AND TRENCHING.

GD-04 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND

PAVEMENT TO REMAIN AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION

OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE TREE PROTECTION DETAILS AND

NOTES, E7/LP501.

GD-05 ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES.

GD-06 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO

THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE

DOCUMENTATION TO THE COR BEFORE PROCEEDING WITH ANY WORK.

CODE DESCRIPTION

D-01 REMOVE GROUPS OF GRAY BOULDERS AND STOCKPILE FOR REUSE.

D-02 REMOVE INDIVIDUAL MEDIAN BOULDER AND RETURN TO CEMETERY.

D-03 REMOVE TREE & GRIND STUMP TO 24" DEPTH. TREE SPECIES AND DIAMETER AT BREAST

HEIGHT (DBH) ARE AS INDICATED ON THE PLAN.

D-04 REMOVE SHRUB AND ROOTS TO 24" DEPTH.

D-05 REMOVE AND DISPOSE OF SOD, SOIL, SHRUBS, AND/OR GRAVEL MULCH TO 5" DEPTH OR AS

NEEDED TO CONSTRUCT NEW CONCRETE MOW CURB OR INSTALL NEW PLANTING BED

WITH GRAVEL MULCH (REFERENCE DETAIL C6/LS502). SEPARATE, SCREEN, AND

STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING PLAN).

D-06 REMOVE GRAVEL MULCH, SHRUBS, AND SOIL TO DEPTH AS NEEDED (5" MINIMUM) TO

INSTALL NEW LANDSCAPE IMPROVEMENTS WITHIN MEDIAN PER DETAIL F7/LP501.

SEPARATE, SCREEN, AND STOCKPILE EXISTING GRAVEL MULCH FOR REUSE (SEE PLANTING

PLAN).

D-07 EXISTING RETAINING WALL AND CONCRETE MOW CURBS TO REMAIN.

D-08 REMOVE STONE VENEER SIGN WALL AND FOOTING TO FULL BASE DEPTH.

D-09 REMOVE LIGHT FIXTURE, ASSOCIATED CONDUITS AND CONCRETE PEDESTALS TO FULL

BASE DEPTH.

D-10 REMOVE CURB AND GUTTER TO APPROXIMATE EXTENTS SHOWN ON PLAN (REMOVE TO

NEAREST CONTROL/EXPANSION JOINT). REMOVE TO FULL BASE DEPTH.

D-11 REMOVE AND DISPOSE OF CONCRETE EDGER TO FULL BASE DEPTH.

D-12 REMOVE SOLAR POWER ASSEMBLY, FOOTING AND ASSOCIATED WIRING/CONDUIT TO FULL

BASE DEPTH. RETURN EQUIPMENT TO OWNER.

D-13 REMOVE IRRIGATION ROTOR INCLUDING CONCRETE SPRINKLER BLOCK, SWING JOINT

ASSEMBLY / RISER, CUT AND CAP LATERAL PIPING AT LOCATION OF SWING JOINT/RISER

CONNECTION TO LATERAL WHERE INDICATED TO REMAIN.

D-14 CUT AND REMOVE PVC LATERAL LINES AND FITTINGS TO LIMITS SHOWN. CAP LATERAL

PIPING AT ENDS OF SECTIONS TO REMAIN (REFERENCE IRRIGATION PLANS, SHEETS LI401

TO LI404).

D-15 REMOVE REMOTE CONTROL VALVE ASSEMBLY AND ASSOCIATED LATERAL, INCLUDING ALL

PIPING, FITTINGS, DRIP TUBING AND VALVE BOX TO THE SERVICE TEE. CAP ANY SERVICE

TEES NOT RECEIVING NEW REMOTE CONTROL VALVES (REFERENCE IRRIGATION PLANS,

SHEETS LI401 TO LI404).

D-16 EXISTING RECYCLED WATER PVC MAINLINE TO REMAIN (LOCATION IS APPROXIMATE,

CONTRACTOR SHALL FIELD VERIFY).

D-17 EXISTING PVC LATERAL LINES TO REMAIN.

D-18 EXISTING IRRIGATION ROTOR TO REMAIN.

D-19 EXISTING REMOTE CONTROL VALVE TO REMAIN.

D-20 REMOVE IN-GROUND PVC FLAG POLE SLEEVE AND CONCRETE FOOTING, TO FULL BASE

DEPTH.

D-21 EXISTING SIGN, POST, AND BASE TO REMAIN.

D-22 EXISTING IRRIGATION SATELLITE CONTROLLER TO REMAIN.

D-23 EXISTING CONCRETE EDGER TO REMAIN.

D-24 EXISTING WALL MOUNTED ELECTRICAL PANEL AND IN-GROUND PULL BOX TO REMAIN.

D-25 EXISTING WROUGHT IRON FENCE AND GATE TO REMAIN.

D-26 LIMITS OF REMOVAL IN THIS AREA ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. ALL

EXISTING GRAVEL MULCH SHALL BE REMOVED.

D-27 EXISTING LIGHTING TO BE REMOVED, REF. ELECTRICAL DEMOLITION PLAN, EL201.

E

C

DEMOLITION PLAN ENLARGEMENT

LD404

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

DEMOLITION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

R E

F

D

E M

O L I T

I O

N

P

L A

N

L D

VAN BUREN BLVD.

VAN BUREN BLVD.

TYP

START

END

TYP

C-01

C-01

C-10

C-10

C-03

C-04

TYP

TYP

TYP

C-08

C-11

C-02

C-01

C-05

C-07

C-07

C-06

C-03

TYP

C-02

TYP

C-04

TYP OF 7

CONTROL

POINT

R

R

9'-8

10'-3

LS402

LS401

CONSTRUCTION KEYED NOTES

CODE DESCRIPTION DETAIL

C-01 CONSTRUCT STANDARD CONCRETE CURB & GUTTER TO EXTENTS OF CURB REMOVED F6/LS502

DURING DEMOLITION., REF. LD401.

C-02 CONSTRUCT CONTRACTION JOINT. B3/C-501

C-03 CONSTRUCT EXPANSION JOINT. B1/C-501

C-04 CONSTRUCT GROUTED COBBLE ARMOR TO EXTENTS SHOWN ON PLAN. C6/LS502

C-05 LANDSCAPE AREA, SEE PLANTING PLAN SHEETS.

C-06 INSTALL RECLAIMED BOULDERS IN COBBLE ARMOR. C3/LS502

C-07 EXISTING CONCRETE MOW STRIP TO REMAIN.

C-08 LANDSCAPE LIGHTING, SEE ELECTRICAL PLAN.

C-09 EXISTING WROUGHT IRON FENCING & GATES TO REMAIN.

C-10 FLAGPOLE SLEEVE WITH CAP. C1/LS502

C-11 CONSTRUCT STONE VENEER MONUMENT SIGN WALL & COLUMN. F5/LS501

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

COORDINATE POINT LAYOUT

CONSTRUCTION GENERAL NOTES

CODE DESCRIPTION

GC-01 COORDINATE POINTS PROVIDED FOR CONTRACTOR'S USE IN LAYING OUT WORK FOR REVIEW AND

APPROVAL BY COR. LAYOUT OF ITEMS INDICATED IS SUBJECT TO MINOR FIELD ADJUSTMENTS BY

COR DURING CONSTRUCTION TO FIT EXISTING CONDITIONS.

CONSTRUCTION PLAN

ENLARGEMENT

LS401

JSBV

SCALE: 1"=10'-0"

CONSTRUCTION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: NTS

KEY PLAN

F8

VAN BUREN BLVD.

NORTH

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

#1

T

Y P

T

Y

P

TYP

TYP

C-07

C-10

C-10

C-08

C-08

C-09

C-09

C-09

C-07

C-04

C-05

C-04

START

C-04

END

START

C-04

END

C-05

C-05

C-03

TYP

TYP

C-02

C-07

C-07

C-03

C-04

C-03

TYP

TYP

C-08

C-04

C-03

C-02

LS402

LS401

LS403

LS402

CONSTRUCTION KEYED NOTES

CODE DESCRIPTION DETAIL

C-01 CONSTRUCT STANDARD CONCRETE CURB & GUTTER TO EXTENTS OF CURB REMOVED F6/LS502

DURING DEMOLITION., REF. LD401.

C-02 CONSTRUCT CONTRACTION JOINT. B3/C-501

C-03 CONSTRUCT EXPANSION JOINT. B1/C-501

C-04 CONSTRUCT GROUTED COBBLE ARMOR TO EXTENTS SHOWN ON PLAN. C6/LS502

C-05 LANDSCAPE AREA, SEE PLANTING PLAN SHEETS.

C-06 INSTALL RECLAIMED BOULDERS IN COBBLE ARMOR. C3/LS502

C-07 EXISTING CONCRETE MOW STRIP TO REMAIN.

C-08 LANDSCAPE LIGHTING, SEE ELECTRICAL PLAN.

C-09 EXISTING WROUGHT IRON FENCING & GATES TO REMAIN.

C-10 FLAGPOLE SLEEVE WITH CAP. C1/LS502

C-11 CONSTRUCT STONE VENEER MONUMENT SIGN WALL & COLUMN. F5/LS501

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

COORDINATE POINT LAYOUT

CONSTRUCTION GENERAL NOTES

CODE DESCRIPTION

GC-01 COORDINATE POINTS PROVIDED FOR CONTRACTOR'S USE IN LAYING OUT WORK FOR REVIEW AND

APPROVAL BY COR. LAYOUT OF ITEMS INDICATED IS SUBJECT TO MINOR FIELD ADJUSTMENTS BY

COR DURING CONSTRUCTION TO FIT EXISTING CONDITIONS.

CONSTRUCTION PLAN

ENLARGEMENT

LS402

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

CONSTRUCTION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

NORTH

TYP

TYP

TYP

TYP

C-10

C-10

C-10

C-04

C-04

C-05

C-03

TYP

TYP

C-02

C-05

C-03

TYP

C-02

LS403

LS402

L S

L S

CONSTRUCTION KEYED NOTES

CODE DESCRIPTION DETAIL

C-01 CONSTRUCT STANDARD CONCRETE CURB & GUTTER TO EXTENTS OF CURB REMOVED F6/LS502

DURING DEMOLITION., REF. LD401.

C-02 CONSTRUCT CONTRACTION JOINT. B3/C-501

C-03 CONSTRUCT EXPANSION JOINT. B1/C-501

C-04 CONSTRUCT GROUTED COBBLE ARMOR TO EXTENTS SHOWN ON PLAN. C6/LS502

C-05 LANDSCAPE AREA, SEE PLANTING PLAN SHEETS.

C-06 INSTALL RECLAIMED BOULDERS IN COBBLE ARMOR. C3/LS502

C-07 EXISTING CONCRETE MOW STRIP TO REMAIN.

C-08 LANDSCAPE LIGHTING, SEE ELECTRICAL PLAN.

C-09 EXISTING WROUGHT IRON FENCING & GATES TO REMAIN.

C-10 FLAGPOLE SLEEVE WITH CAP. C1/LS502

C-11 CONSTRUCT STONE VENEER MONUMENT SIGN WALL & COLUMN. F5/LS501

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

COORDINATE POINT LAYOUT

CONSTRUCTION GENERAL NOTES

CODE DESCRIPTION

GC-01 COORDINATE POINTS PROVIDED FOR CONTRACTOR'S USE IN LAYING OUT WORK FOR REVIEW AND

APPROVAL BY COR. LAYOUT OF ITEMS INDICATED IS SUBJECT TO MINOR FIELD ADJUSTMENTS BY

COR DURING CONSTRUCTION TO FIT EXISTING CONDITIONS.

CONSTRUCTION PLAN

ENLARGEMENT

LS403

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

CONSTRUCTION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

NORTH

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

S

T O

P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

TYP

TYP

C-10

C-10

C-04

C-05

C-03

TYP

TYP

C-02

L S

L S

CONSTRUCTION KEYED NOTES

CODE DESCRIPTION DETAIL

C-01 CONSTRUCT STANDARD CONCRETE CURB & GUTTER TO EXTENTS OF CURB REMOVED F6/LS502

DURING DEMOLITION., REF. LD401.

C-02 CONSTRUCT CONTRACTION JOINT. B3/C-501

C-03 CONSTRUCT EXPANSION JOINT. B1/C-501

C-04 CONSTRUCT GROUTED COBBLE ARMOR TO EXTENTS SHOWN ON PLAN. C6/LS502

C-05 LANDSCAPE AREA, SEE PLANTING PLAN SHEETS.

C-06 INSTALL RECLAIMED BOULDERS IN COBBLE ARMOR. C3/LS502

C-07 EXISTING CONCRETE MOW STRIP TO REMAIN.

C-08 LANDSCAPE LIGHTING, SEE ELECTRICAL PLAN.

C-09 EXISTING WROUGHT IRON FENCING & GATES TO REMAIN.

C-10 FLAGPOLE SLEEVE WITH CAP. C1/LS502

C-11 CONSTRUCT STONE VENEER MONUMENT SIGN WALL & COLUMN. F5/LS501

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

COORDINATE POINT LAYOUT

CONSTRUCTION GENERAL NOTES

CODE DESCRIPTION

GC-01 COORDINATE POINTS PROVIDED FOR CONTRACTOR'S USE IN LAYING OUT WORK FOR REVIEW AND

APPROVAL BY COR. LAYOUT OF ITEMS INDICATED IS SUBJECT TO MINOR FIELD ADJUSTMENTS BY

COR DURING CONSTRUCTION TO FIT EXISTING CONDITIONS.

CONSTRUCTION PLAN

ENLARGEMENT

LS404

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

CONSTRUCTION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

CONSTRUCTION DETAILS

LS501

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

#1.

MONUMENT SIGN WALL - ELEVATION & PLAN

26'-1 1/2"

19'-5" 5'-9"

VAN BUREN BLVD. CEMETERY ENTRANCE

GATE

27'-0"

1. 44" DIA. CAST BRONZE VA SEAL, SEE DETAIL F8/LS502.

2. 12" TALL x 1 1/2" DEEP CAST BRONZE CEMETERY NAME LETTERING, SEE

DETAIL C1/LS501.

3. LIMESTONE WALL CAP, SEE DETAIL C8/LS501.

4. 3'-0" WIDE, FLAGSTONE VENEER SIGN WALL, SEE DETAIL F3/LS501.

5. EXISTING CONCRETE CURB, SEE PLAN.

6. FLAGSTONE VENEER COLUMN WITH BATTERED SIDES, SEE DETAIL

F1/LS501.

7. LIMESTONE COLUMN CAP, SEE DETAIL C6/LS501.

8. 18" WIDE CUT LIMESTONE BLADE WALL, SEE DETAIL F3/LS501.

9. LIMESTONE SEALANT JOINT, REF. DETAIL C3/LS501 SIM.

10. FIELD CUT THIS LIMESTONE CAP PIECE TO LENGTH IN FIELD.

KEYED NOTES

A. CONTRACTOR TO SUBMIT SHOP DRAWING SHOWING LAYOUT OF SEAL

AND LETTERING FOR APPROVAL BY COR PRIOR TO INSTALLATION.

B. SEE SPECIFICATIONS FOR STONE SIZE, TYPE AND SOURCE.

C. SEAL TO BE PLACED TO THE LEFT OF LETTERING ON OPPOSITE

ELEVATION.

GENERAL NOTES

19'-6"

7'-6"

1'-0"

Riverside National Cemetery

1/4" = 1'-0"

6'-4 1/2" 6'-4 1/2" 6'-4 1/2"

2'-11"

6'-0"

PLAN

ELEVATION

F5

6'-4"

8"

3 1/2"

8"

8" 8"

SLOPE

SLOPE

S L O

P E

S L O

P E

3'-2"3'-2"

TYP.

LIMESTONE CAP - COLUMN

3/4" = 1'-0"

A. CONTRACTOR SHALL APPLY EPOXY TO DOWEL/COLUMN ONLY. DO NOT APPLY EPOXY TO DOWEL/HOLE IN

LIMESTONE CAP.

KEYED NOTES

1. 4,000 PSI CONCRETE COLUMN, REF STRUCTURAL.

2.

" CHAMFERED EDGE.

3. HONED FACES.

4. FACE OF FLAGSTONE VENEER, REF. SPECIFICATIONS.

5. 1" BEVEL.

6.

"Ø X 4" EPOXY-SET STAINLESS DOWELS SPACED AS SHOWN.

7.

" MORTAR BED.

8. DRIP SLOT, REF. DETAIL C5/LS501.

9. BREAK LINE.

GENERAL NOTES

PLAN

SECTION

C6

1'-2 1/2"

3 1/2", TYP.

SLOPE

7 TYP.

2"

1'-0 1/2"

1'-2 1/2"

2"

1'-0 1/2"

SLOPE

SLOPESLOPE

3'-7"

2 1/2", TYP.

LIMESTONE CAP - WALL

3/4" = 1'-0"

A. CONTRACTOR SHALL APPLY EPOXY TO DOWEL/COLUMN ONLY. DO NOT APPLY EPOXY TO DOWEL/HOLE IN

LIMESTONE CAP.

KEYED NOTES

1. 4,000 PSI CONCRETE STEM WALL, REF STRUCTURAL.

2. 1/4" CHAMFERED EDGE.

3. HONED FACES.

4. FACE OF FLAGSTONE VENEER, REF. SPECIFICATIONS.

5. 1" BEVEL.

6. 3/4"Ø X 4" EPOXY-SET STAINLESS DOWELS SPACED AS SHOWN.

7. 1/2" MORTAR BED.

8. DRIP SLOT, REF. DETAIL C5/LS501.

9. LIMESTONE SEALANT JOINT, REF. DETAIL C3/LS501.

10. BREAK LINE.

GENERAL NOTES

PLAN

SECTION

C8

SCALE: 1" = 1'-0"

MASONRY ANCHOR ENLARGEMENT

F8

1. 1

" x 4" x

" STAINLESS STEEL SHELF ANGLE, CONTINOUS, SEE SPECIFICATIONS.

2. STAINLESS STEEL BENT STRAP ANCHOR w/ CONTINUOUS KERF.

3. STAINLESS STEEL FLAT STRAP ANCHOR, RABBET w/ CONTINUOUS KERF.

4. SEALANT JOINT, REF. DETAIL C3/LS501, SIM.

5.

" x

" DEPTH KERF, CONTINOUS.

6. 1

" x 2

" RABBET, CONTINUOUS.

0 1" 2"

KEYED NOTES

CONDITION A

A. SEE SPECIFICATIONS FOR MASONRY ANCHORS.

GENERAL NOTES

CONDITION B

1. CONCRETE STEM WALL, SEE STRUCTURAL DETAILS.

2. FLAGSTONE VENEER, SEE SPECIFICATIONS.

3. LIMESTONE CAP - WALL, SEE DETAIL C8/LS501.

4. CONCRETE FOOTING, SEE STRUCTURAL DETAILS.

5. PREPARED SUBGRADE AS REQUIRED, SEE STRUCTURAL DETAILS.

6. COMPACTED SUBGRADE.

7. 12" HT. X 1-1/2" DEEP, SURFACE MOUNTED, CAST BRONZE LETTERS, SEE DETAIL C1/LS501.

8. MASONRY TIES, SEE SPECIFICATIONS.

9. 2" THICK CUT LIMESTONE VENEER, SEE SPECIFICATIONS.

10. 1" AIR GAP.

11. WEEP HOLE, SEE SPECIFICATIONS FOR SPACING.

12. FILL VOID WITH MORTAR TO ELEVATION OF WEEP HOLE, CONTINUOUS.

13. SEE MASONRY ANCHOR ENLARGEMENT DETAIL, F8/LS501.

14. 44" DIA. BRONZE VA SEAL, SEE DETAIL F8/LS502.

15. MONUMENT SIGN COLUMN BEYOND, SEE DETAIL F1/LS501.

36" 1"

1'-6"

3 1/2"

8' -1

S E

E S

TR

U

C

TU

R A

L D

E

TA

IL

S

SEE STRUCTURAL DETAILS

S E

E S

TR

U

C

TU

R A

L D

E

TA

IL

S

6"6"

1'-0"

2'-0"

6" 6"

TYP.

TYP.

MONUMENT SIGN WALL DETAIL

1/2" = 1'-0"

KEYED NOTES

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

3' -1

5'

-0

F3

2"

3"

1. SEALANT; COLOR TO MATCH

LIMESTONE CAP/VENEER.

2. BACKER ROD.

3. 1/2" BED OF LEVELING GROUT.

4. MASONRY WEEP VENT FLUSH

WITH FACE OF WALL/COLUMN,

SECURED EA. SIDE WITH CAULK.

5. STAINLESS STEEL FLASHING

WITH EDGES TURNED UP 1/4" TO

3/8".

6. EPDM MEMBRANE, CONTINUOUS

ACROSS LENGTH OF WALL.

7. FACE OF WALL/COLUMN.

A. SEALANT DEPTH TO BE EQUAL

TO 1/2 JOINT WIDTH.

4"

LIMESTONE SEALANT JOINT DETAIL

6" = 1'-0" 0 2" 4"

KEYED NOTES

GENERAL NOTES

LIMESTONE CAP OR

VENEER (TYPICAL)

C3

A

12" TALL CAST

BRONZE LETTER,

TIMES NEW ROMAN

FONT, TYP.

2" THICK CUT

LIMESTONE

VENEER

CAST BRONZE

LETTER

MASTIC

THREADED

MOUNTING STUD.

(2) MIN. PER

CASTING, TYP.

FIELD DRILLED

HOLE TO BE 1/4"

MIN. LARGER

DIAMETER AND 1/4"

DEEPER THAN

MOUNTING STUD

CAST BRONZE LETTERS

SCALE: N.T.S.

1" AIR GAP

CONCRETE STEM

WALL

C1

CONTINUOUS DRIP SLOT

(ALL EXPOSED EDGES)

1/2" ± 1/16"

LIMESTONE CAP

CAP DRIP SLOT

SCALE: N.T.S.

C5

6'-4"

S E

E

S T

R U

C T

U R

A L

D E

T A

I L S

S E

E

S T

R U

C T

U R

A L

D E

T A

I L S

SEE STRUCTURAL DETAILS

1. CONCRETE COLUMN STRUCTURE, SEE STRUCTURAL DETAILS.

2. FLAGSTONE VENEER, SEE SPECIFICATIONS.

3. LIMESTONE COLUMN CAP, SEE DETAIL C6/LS501.

4. CONCRETE FOOTING, SEE STRUCTURAL DETAILS.

5. PREPARED SUBGRADE AS REQ'D., SEE STRUCTURAL DETAILS.

6. COMPACTED SUBGRADE.

7. MASONRY TIES, SEE SPECIFICATIONS.

8. PROVIDE (2) WEEP HOLES AT 30" O.C. CENTERED ON EACH SIDE OF COLUMN.

9. 1" AIR GAP.

10. FILL VOID WITH MORTAR CONTINUOUS AROUND COLUMN TO WEEP HOLE ELEVATION

KEYED NOTES

3 1/2", TYP.

5'-9"

7'-6"

TYP.

TYP.

TYP.

MONUMENT SIGN COLUMN DETAIL

3/8" = 1'-0"

F1

CONSTRUCTION DETAILS

LS502

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

#1.

1.

" TOOLED CHAMFERED EDGE.

2. LANDSCAPE AREA, REFER TO PLANTING PLAN.

3. 3" RADIUS.

4. 1.5" RADIUS.

6"

KEYED NOTES

A. PROVIDE SAWED OR TOOLED CONTRACTION JOINTS AT 10'-0" O.C.

B. JOINTS SHALL BE

") WIDE, 1" MIN. OR MAX. DEPTH/4, WHICHEVER IS GREATER.

C. EXPANSION JOINTS SHALL BE INSTALLED AT 50' MAX. SPACING AND AT ALL POINTS OF

CURVATURE (PC), POINTS OF TANGENCY (PT) AND MID POINT OF CURVE UNLESS APPROVED

OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN.

D. REFER TO DETAIL C8/LS502 FOR CURB TRANSITION.

GENERAL NOTES

M

I N

2'-0"

5"

24"- STANDARD CURB & GUTTER

1" = 1'-0"

1"

6"18"

F6

SECTION THROUGH SEAL SHOWING

METHOD OF ATTACHMENT

MATERIAL:

BRONZE: FEDERAL SPECIFICATION QQ-C-535B, COMPOSITION 2.

WORKMANSHIP:

CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE FROM INJURIOUS BLOWHOLES

AND POROSITY, CRACKS AND OTHER DEFECTS AND NOT WARPED OR DISTORTED, WELL FINISHED, FREE FROM BURRS, SHARP EDGES, SCRATCHES AND DEFECTS THAT MAY AFFECT APPEARANCE

OR SERVICEABILITY. CASTINGS SHALL NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.

FINISH:

FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT, FILED, BELT POLISHED SIDES

GROUND SMOOTH, RAISED SURFACES AND BORDERS, SUCH AS ALL RAISED PORTIONS OF SEAL,

EAGLE, SHIELD, LETTERING, ROPE BORDER ETC., TO BE POLISHED AND BUFFED TO A BRIGHT

SATIN FINISH, BACKGROUND TEXTURES TO BE REVERSE MEDIUM PEBBLE BACKGROUND, FINE

PEBBLE BACKGROUND, MOSS AS CAST, AS INDICATED.

COATING:

BRONZE: CHEMICALLY OXIDIZE TO A STATUARY MEDIUM COLOR AND FINISH WITH ONE COAT OF

CLEAR PROTECTIVE EXTERIOR METAL LACQUER.

FASTENERS:

BRONZE FASTENERS TO BE COMPATIBLE WITH MATERIAL OF CASTING.

SEALS ARE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR

GENERAL NOTES

LOCATION OF

SOLID METAL

PORTION OF

SEAL

SOLID METAL PORTION ON BACK OF SEAL, DRILL AND TAP

FOR STUDS-3 LOCATIONS AS INDICATED ON ELEVATIONS.

ROPE BORDER

CONTINUOUS

LOCATION OF

SOLID METAL

PORTION OF

SEAL

PROFILE OF SEAL

LOCATION OF SOLID

METAL PORTION OF

SEAL

DRILL IN CONCRETE OR SOLID MASONRY AND FILL WITH MORTAR

IMMEDIATELY PRIOR TO SETTING SEAL

FACE OF

WALL

SAME AS

ABOVE

FRONT

FACE OF

SEAL

MEDIUM PEBBLE

FINISH, ALL

BACKGROUND

AREAS.

" BRONZE THREADED STUDS SCREWED INTO SOLID METAL

PORTION ON BACK OF SEAL. POSITION INTO DRILLED HOLES IN

MASONRY FACE WHILE MORTAR IS WET. PROVIDE BRONZE BOLTS

FOR BRONZE SEAL.

VA SEAL

3" = 1'-0"

D

I A

M E

T E

R

F8

1. NEAREST EXISTING JOINT

2. HAND-WORKED CURB TRANSITION

3. STANDARD CURB & GUTTER, REF. DETAIL F6/LS502.

KEYED NOTES

A. PROVIDE SAWED OR TOOLED CONTRACTION JOINTS AT 10'-0" O.C.

B. JOINTS SHALL BE

") WIDE, 1" MIN. OR MAX. DEPTH/4, WHICHEVER IS GREATER.

GENERAL NOTES

C

U

B

A

N

S

I T

I O

N

M

I N

N

E

W

S

A

N

D

A

D

C

U

R

B

E

X

I S

T

I N

G

M

O

U

N

T

A

B

L

E

C

U

R

B

SCALE: 1" = 1'-0"

CURB TRANSITION

C8

0 1' 2'

10"

DIA.

LAYOUT POINT - CENTER OF SLEEVE

FINISH GRADE

CONCRETE FOOTING SET FLUSH WITH

FINISHED GRADE - FORM TOP 12" - POUR

NEAT

FREE-DRAINING GRADED AGGREGATE

FOR PIPE SLEEVE DRAINAGE

COMPACTED SUBGRADE

BOTTOM OF PIPE SET TO DRAIN INTO

AGGREGATE

1/2" DIA. STAINLESS STEEL BOLT, NUT AND

WASHER INSTALLED THROUGH PIPE

SECTION

2% 2%

SLEEVE CENTERED IN CONCRETE

FOOTING

CONCRETE FOOTING

PLAN

1/4" RADIUS ALL EDGES, LIGHT BROOM

FINISH ON TOP

2" NOM. SCH 40 ALUMINUM PIPE SLEEVE

ALUMINUM THREADED PLUG TO FIT PIPE

12"

BACK OF CURB

CURB

FLAGPOLE SLEEVE WITH CAP

1" = 1'-0"

C1

KEYED NOTES

1. 2"-4" ROUNDED RIVER COBBLE, GROUTED IN PLACE, FINISHED WITH 1" MIN., 2" MAX. JOINTS.

2. RECLAIMED BOULDERS SOURCED FROM ON-SITE DEMOLITION OPERATIONS LOCATED PER

PLAN, FINAL PLACEMENT TO BE APPROVED BY COR IN THE FIELD.

3. 4,000 PSI CONCRETE SLAB, SEE F4/LS502.

4. 2" GROUT SETTING BED.

5. COMPACTED SUBGRADE.

6. LANDSCAPE AREA, SEE PLANTING PLAN.

7. MEDIAN CURB BEYOND.

TYP.

16"

GROUTED COBBLE ARMOR WITH BOULDERS

SCALE: N.T.S.

C3

1. #4 REBAR @ 18" O.C.E.W.

2. 4,000 PSI CONCRETE, MEDIUM BROOM FINISH

3. 95% COMPACTED SUBGRADE

KEYED NOTES

A. REBAR MUST BE SUPPORTED ON CHAIRS, SEE

SPECIFICATIONS.

GENERAL NOTES

NON-VEHICULAR CONCRETE PAVEMENT

1" = 1'-0"

F4

A. GROUTED COBBLE JOINTS SHALL BE MIN. 1", MAX. 2" WIDE.

GENERAL NOTES

LANDSCAPE AREA, REF.

PLANTING PLAN

4,000 PSI CONCRETE SLAB,

SEE F4/LS502

FINISH GRADE

COMPACTED SUBGRADE

REF. PLANS

EXPANSION JOINT, SEE B1/C-501

24" CURB & GUTTER, REF. F6/LS502

2" GROUT SETTING BED

4,000 PSI CONCRETE SLAB,

SEE F4/LS502

COMPACTED SUBGRADE

REF. PLANS

2" GROUT SETTING BED

2"-4" RIVER COBBLE, GROUTED

INTO PLACE

CONDITION A

CONDTION B

LANDSCAPE AREA, REF.

PLANTING PLAN

2"-4" RIVER COBBLE, GROUTED

INTO PLACE

GROUTED COBBLE ARMOR

1 1/2" = 1'-0"

DOWEL, REF DETAIL B1/C-501 FOR SIZE AND SPACING

C6