36C78619B0020-0001002.pdf
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36C78619B0020 0001 819CM3006 Philadelphia Bid Set Book-02.pdf
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MIN. 6" OVERLAP
CROSS SECTION
STANDARD CONSTRUCTION DETAIL #4-16A
SILT FENCE INLET PROTECTION - TYPE M INLET
NOT TO SCALE
NOTE:
WRAP GRATE IN SILT FENCE AND REINSTALL GRATE.
EXISTING STORM GRATE
PLAN / CUT AWAY VIEW
EXISTING
STORM GRATE
NONWOVEN
GEOTEXTILE
NONWOVEN GEOTEXTILE
WIRE TIES
(TYP.)
L-102
EROSION AND SEDIMENTATION
CONTROL DETAILS
VA FORM 08 - 6231
A
F i l e
P a t h
P
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NOT SUPPRESSED
B
C
D
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F
A
B
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F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
C.T.D. T.B.D.
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure
STAMP Office of Construction and Facilities Management
819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362 -
BID SET
May 16, 2019
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BP:0+00.00
EP:29+80.76
PI:8+92.25
PI:14+90.54 PI:24+96.16
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CATCH BASIN - REFER TO
L-500 (TYP.)
BITUMINOUS
OVERLAY EXTENDS
TO EXISTING EDGE
OF GUTTER (TYP.)
PAVEMENT TRANSITION
OVERLAY TO FULL DEPTH
M
L-403
GATE ENLARGEMENT
SHEET L-314
BITUMINOUS OVERLAY
EXTENDS TO EXISTING
EDGE OF GUTTER (TYP.)
OVERLAY TO FULL DEPTH
PAVEMENT TRANSITION
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OVERLAY TO FULL DEPTH
PAVEMENT TRANSITION
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BITUMINOUS
OVERLAY EXTENDS
TO EXISTING EDGE
OF PAVEMENT (TYP.)
BITUMINOUS OVERLAY
EXTENDS TO EXISTING
EDGE OF PAVEMENT
(TYP.)
CATCH BASIN - REFER TO
L-500 (TYP.)
TRANSITION TO FLUSH
ROADWAY EDGE
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
P
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REGISTRATION
NUMBER
LA002705
R
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STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
317-348-1000
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
L-201
BID SET
Renovate Site & Repair/Restore Historic Structure
819CM3006
MAY 16, 2019 MS
SITE PLAN
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
MG
LEGEND
SYMBOL
DETAIL
REFERENCE
PAVEMENT RESURFACING
REFER TO SHEET
L-402 AND L-403
BITUMINOUS PAVING
(FULL DEPTH)
F-F
L-403
CONCRETE ROLL CURB
STORM INLET
CONCRETE PAVING
C
L-403
1. CONTRACTOR SHALL NOT WORK
UPON OR STORE ANY MATERIALS
ON OCCUPIED GRAVE PLOTS.
DESIGNATED LIMITED ACCESS
ROUTES ARE INDICATED ON THE
PLANS.
2. PROTECT ALL EXISTING
GRAVESITES, HEADSTONES, AND
FLAT MARKERS FROM DAMAGE DUE
TO CONSTRUCTION OPERATIONS.
3. MONUMENT PROTECTION SHALL BE
INSTALLED IMMEDIATELY PRIOR TO
DEMOLITION OR CONSTRUCTION
ACTIVITIES OCCURING WITHIN 10'
OF EXISTING MONUMENTS AND
SHALL BE REMOVED IMMEDIATELY
AFTER DEMOLITION OR
CONSTRUCTION NEAR THE
MONUMENT IS COMPLETE.
3. HEADSTONE COVERS SHALL BE
CONSTRUCTED OF ½-INCH THICK
PLYWOOD AND SHALL
COMPLETELY ENCASE
HEADSTONES ADJACENT TO THE
WORK AREA WITHOUT DAMAGING
THEM.
4. COVER FLAT MARKERS WITH 1-INCH
THICK PLYWOOD TO PROTECT
THEM FROM INCIDENTAL DAMAGE.
GRAVESITE PROTECTION NOTES
EXAMPLE OF HEADSTONE COVER
1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE PROTECTED FROM
DAMAGE DUE TO CONSTRUCTION OPERATIONS.
2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT THE TRUNK OF
THE TREE FROM ACCIDENTAL MECHANICAL DAMAGE FROM ADJACENT
CONSTRUCTION WORK BY ATTACHING LUMBER TO THE TRUNK WITH NYLON
WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.
3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF THE OUTER
EXTENT OF THE CANOPY OF A TREE OR WITHIN THE TREE PROTECTION FENCE
AREA AS SHOWN ON PLANS, WHICHEVER IS LARGER.
4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION ZONES:
4.1. STORAGE OF ANY CONSTRUCTION MATERIALS, EQUIPMENT, STOCKPILING,
EXCAVATION OR FILL, SOIL, GRAVEL, TRASH, TOOLS, STONES, FENCING
ETC., EXCEPT IN DESIGNATED AREAS AS APPROVED BY THE GOVERNMENT.
4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN DESIGNATED AREAS AS
APPROVED BY THE GOVERNMENT.
4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.
4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.
4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM CLEANING
BRUSHES), WASH-OUT MATERIALS FROM CLEANING EQUIPMENT,
CONCRETE OR MORTAR REMAINDER, TRASH, GARBAGE, OR DEBRIS OF ANY
KIND.
5. ROOT ZONE PROTECTION:
5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN PROTECTION ZONES,
EXCEPT IN EXISTING PAVED AREAS AS APPROVED BY OWNER. IF
EQUIPMENT ACCESS IS REQUIRED THROUGH PROTECTION ZONES,
PROVIDE THE FOLLOWING:
5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING: GEOTEXTILE
FABRIC WITH 8-INCH THICKNESS OF COARSELY SHREDDED WOOD
CHIPS ON TOP. RESPREAD OR ADD MULCH AS NEEDED TO MAINTAIN
THE SPECIFIED THICKNESS.
5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY) MATERIAL
STAGING: DURING MASONRY AND FENCE INSTALLATION, PROTECT SOIL
AND LAWN AREAS WITHIN PROTECTION ZONES WITH 1-INCH THICK
PLYWOOD.
5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS
POSSIBLE.
6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS PROHIBITED WITHIN
PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF UNAVOIDABLE,
EXCAVATION SHALL BE CONDUCTED USING TUNNELLING/BORING, HAND
DIGGING, HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR SPADE) IN
ORDER TO LOCATE ROOTS PRIOR TO DAMAGING THEM.
6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:
6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY WRAPPING WITH WET
BURLAP AND KEEP MOIST. DO NOT LEAVE THE TRENCH OPEN FOR
LONGER THAN 4 HOURS, QUICKLY REPLACE THE SOIL AND SOAK WITH
WATER TO PACK.
6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.
6.2. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY CUTTING EXPOSED ROOTS
CLEANLY WITH A WHEEL SAW, RECIPROCATING SAW OR SMALL PRUNING
SAW. CONTRACTOR SHALL NOT RIP, CHOP, OR TEAR ROOTS.
7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND FERTILIZATION REQUIRED
SHALL BE PERFORMED BY A LICENSED ARBORIST.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF REMEDIAL
MEASURES FOR TREES DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING
BUT NOT LIMITED TO PRUNING, TREATMENTS, TREE REMOVAL, AND
REPLACEMENT WITH A MINIMUM SIX INCH CALIPER TREE OF THE SAME
SPECIES, AT NO ADDITIONAL COST TO THE GOVERNMENT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL TREE PROTECTION FENCING. PROTECTIVE FENCING
SHALL REMAIN UNDISTURBED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. IF PROTECTIVE FENCING IS DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY EXECUTE THE NECESSARY REPAIRS TO RE-ESTABLISH THE
PROTECTIVE FENCING TO ORIGINAL CONFIGURATIONS. THE CONTRACTOR
SHALL REMOVE FENCING UPON COMPLETION OF CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR KEEPING LAWN MOWED INSIDE TREE
PROTECTION FENCE IF LEFT IN PLACE FOR MORE THAN ONE WEEK.
TREE PROTECTION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY
INDICATED OTHERWISE.
2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS,
ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
APPLICABLE PERMITS.
3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL
CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE
CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE
CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY
THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR
TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF
CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE
CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.
4. NOTIFY UTILITY LOCATOR SERVICE (PA ONE CALL) AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF
CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH
CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.
6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS
ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY
CONTRACTOR.
7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,
GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,
PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL
CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE
REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED
AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN
AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH
SOD (NOT SEED).
8. PROTECT ALL EXISTING TREES.
9. PROTECT GRAVESITES AND MONUMENTS.
10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING
CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S
APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY
DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,
FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC
SAFETY DURING CONSTRUCTION.
11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,
BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS
TO FULFILL THE INTENT OF THE DRAWINGS.
GENERAL NOTESLAYOUT NOTES
1. FOR DEMOLITION WORK AT ROSTRUM REFER TO ARCHITECTURAL DRAWINGS
2. FOR WALL AND FENCE DEMOLITION WORK REFER TO SHEETS L-301 THRU
L-312.
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267.30
269.47
269.17
268.58
287.15
290.51
289.82
TOP 255.60
TOP 255.60
256.42
256.17
256.70
256.88
256.57
256.53
256.40
256.41
256.17
256.17
255.93
256.17
256.17
255.84
TOP 259.54
TOP 265.57
255.74
TOP 256.65
268.76
VA FORM 08 - 6231
A
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
P
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REGISTRATION
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STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
317-348-1000
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
CALL BEFORE YOU DIG!
PENNSYLVANIA LAW REQUIRES
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
SERIAL #
DATE
1-800-242-1776
SYSTEM, INC.
PA1 20182892404
10/16/2018
L-202
BID SET
Renovate Site & Repair/Restore Historic Structure
819CM3006
MAS
GRADING PLAN
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
KRMAY 16, 2019
1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE PROTECTED FROM
DAMAGE DUE TO CONSTRUCTION OPERATIONS.
2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT THE TRUNK OF
THE TREE FROM ACCIDENTAL MECHANICAL DAMAGE FROM ADJACENT
CONSTRUCTION WORK BY ATTACHING LUMBER TO THE TRUNK WITH NYLON
WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.
3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF THE OUTER
EXTENT OF THE CANOPY OF A TREE OR WITHIN THE TREE PROTECTION FENCE
AREA AS SHOWN ON PLANS, WHICHEVER IS LARGER.
4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION ZONES:
4.1. STORAGE OF ANY CONSTRUCTION MATERIALS, EQUIPMENT, STOCKPILING,
EXCAVATION OR FILL, SOIL, GRAVEL, TRASH, TOOLS, STONES, FENCING
ETC., EXCEPT IN DESIGNATED AREAS AS APPROVED BY THE GOVERNMENT.
4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN DESIGNATED AREAS AS
APPROVED BY THE GOVERNMENT.
4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.
4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.
4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM CLEANING
BRUSHES), WASH-OUT MATERIALS FROM CLEANING EQUIPMENT,
CONCRETE OR MORTAR REMAINDER, TRASH, GARBAGE, OR DEBRIS OF ANY
KIND.
5. ROOT ZONE PROTECTION:
5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN PROTECTION ZONES,
EXCEPT IN EXISTING PAVED AREAS AS APPROVED BY OWNER. IF
EQUIPMENT ACCESS IS REQUIRED THROUGH PROTECTION ZONES,
PROVIDE THE FOLLOWING:
5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING: GEOTEXTILE
FABRIC WITH 8-INCH THICKNESS OF COARSELY SHREDDED WOOD
CHIPS ON TOP. RESPREAD OR ADD MULCH AS NEEDED TO MAINTAIN
THE SPECIFIED THICKNESS.
5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY) MATERIAL
STAGING: DURING MASONRY AND FENCE INSTALLATION, PROTECT SOIL
AND LAWN AREAS WITHIN PROTECTION ZONES WITH 1-INCH THICK
PLYWOOD.
5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS
POSSIBLE.
6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS PROHIBITED WITHIN
PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF UNAVOIDABLE,
EXCAVATION SHALL BE CONDUCTED USING TUNNELLING/BORING, HAND
DIGGING, HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR SPADE) IN
ORDER TO LOCATE ROOTS PRIOR TO DAMAGING THEM.
6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:
6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY WRAPPING WITH WET
BURLAP AND KEEP MOIST. DO NOT LEAVE THE TRENCH OPEN FOR
LONGER THAN 4 HOURS, QUICKLY REPLACE THE SOIL AND SOAK WITH
WATER TO PACK.
6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.
6.2. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY CUTTING EXPOSED ROOTS
CLEANLY WITH A WHEEL SAW, RECIPROCATING SAW OR SMALL PRUNING
SAW. CONTRACTOR SHALL NOT RIP, CHOP, OR TEAR ROOTS.
7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND FERTILIZATION REQUIRED
SHALL BE PERFORMED BY A LICENSED ARBORIST.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF REMEDIAL
MEASURES FOR TREES DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING
BUT NOT LIMITED TO PRUNING, TREATMENTS, TREE REMOVAL, AND
REPLACEMENT WITH A MINIMUM SIX INCH CALIPER TREE OF THE SAME
SPECIES, AT NO ADDITIONAL COST TO THE GOVERNMENT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL TREE PROTECTION FENCING. PROTECTIVE FENCING
SHALL REMAIN UNDISTURBED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. IF PROTECTIVE FENCING IS DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY EXECUTE THE NECESSARY REPAIRS TO RE-ESTABLISH THE
PROTECTIVE FENCING TO ORIGINAL CONFIGURATIONS. THE CONTRACTOR
SHALL REMOVE FENCING UPON COMPLETION OF CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR KEEPING LAWN MOWED INSIDE TREE
PROTECTION FENCE IF LEFT IN PLACE FOR MORE THAN ONE WEEK.
TREE PROTECTION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY
INDICATED OTHERWISE.
2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS,
ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
APPLICABLE PERMITS.
3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL
CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE
CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE
CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY
THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR
TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF
CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE
CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.
4. NOTIFY UTILITY LOCATOR SERVICE (PA ONE CALL) AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF
CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH
CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.
6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS
ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY
CONTRACTOR.
7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,
GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,
PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL
CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE
REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED
AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN
AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH
SOD (NOT SEED).
8. PROTECT ALL EXISTING TREES.
9. PROTECT GRAVESITES AND MONUMENTS.
10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING
CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S
APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY
DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,
FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC
SAFETY DURING CONSTRUCTION.
11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,
BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS
TO FULFILL THE INTENT OF THE DRAWINGS.
GENERAL NOTESGRADING NOTES
1. OBTAIN STATE AND LOCAL PERMITS REQUIRED FOR EARTHMOVING.
2. ADHERE TO PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION
EROSION AND SEDIMENTATION CONTROL STANDARDS FOR EROSION CONTROL
MEASURES.
3. VERIFY FIELD STAKE-OUT AND GRADES WITH OWNER'S REPRESENTATIVE
PRIOR TO CONSTRUCTION.
4. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED PAVED AND
PLANTED AREAS DURING EACH PHASE OF CONSTRUCTION, AND FOR FINISHED
GRADES. AVOID FORMING FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS TO PROVIDE
POSITIVE DRAINAGE AT TIE-IN POINTS.
5. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS UPON FINAL
GRADING.
6. CONSTRUCT SLOPES TO A MAXIMUM 2:1.
7. SPOTS AND CONTOURS ARE SHOWN AT PAVEMENT ELEVATIONS. REFER TO
CONSTRUCTION DETAILS FOR PAVEMENT THICKNESS.
8. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS VALVES, WATER
VALVES, BOXES, VAULTS, AND OTHER ELEMENTS TO REMAIN, TO MEET
PROPOSED GRADES FLUSH.
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BP:-0+00.00
EP:5+71.91
PC:0+30.94
PC:5+09.57
PT:0+28.50
PT:4+73.79
PCC:0+57.11
PCC:1+14.18
PCC:4+03.02
PRC:4+27.08
Mid:0+14.25
Mid:0+44.02
Mid:0+85.64
Mid:2+58.60
Mid:4+15.05
Mid:4+50.43
Mid:5+40.74
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ALIGNMENT 1
STA.=0+54.72
OFFSET=0.00
ALIGNMENT 1
STA.=3+09.83
OFFSET=0.00
ALIGNMENT 1
STA.=5+02.94
OFFSET=0.00
ALIGNMENT 1
STA.=2+19.60
OFFSET=0.00
BP:0+00.00
EP:0+21.76
PC:0+04.88
PCC:0+14.76
Mid:0+09.82
Mid:0+18.26
BP:0+00.00
EP:0+24.33
PC:0+03.13
Mid:0+13.73
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Alignment 1
Number
C1
L1
C2
C3
C4
C5
C6
L2
C7
Length
28.50'
2.44'
26.17'
57.07'
288.84'
24.06'
46.71'
35.78'
62.34'
Radius
102.00'
77.00'
77.00'
17692.03'
152.00'
148.00'
36.00'
Delta
16.01°
19.47°
42.46°
0.94°
9.07°
18.08°
99.22°
Chord Length
28.41'
26.04'
55.77'
288.84'
24.04'
46.52'
54.84'
Line/Chord Direction
S77° 37' 11.01"W
S85° 37' 27.72"W
N84° 38' 24.06"W
N53° 40' 21.72"W
N31° 58' 23.85"W
N26° 58' 13.90"W
N31° 28' 37.20"W
N40° 31' 06.71"W
N9° 05' 24.63"E
Start
STATION:0+00.00
N 274565.58, E 2694817.09
STATION:0+28.50
N 274559.49, E 2694789.35
STATION:0+30.94
N 274559.31, E 2694786.91
STATION:0+57.11
N 274561.74, E 2694760.98
STATION:1+14.18
N 274594.78, E 2694716.05
STATION:4+03.02
N 274839.80, E 2694563.11
STATION:4+27.08
N 274861.22, E 2694552.21
STATION:4+73.79
N 274900.89, E 2694527.92
STATION:5+09.57
N 274928.09, E 2694504.67
End
STATION: 0+28.50
N 274559.49, E 2694789.35
STATION:0+30.94
N 274559.31, E 2694786.91
STATION: 0+57.11
N 274561.74, E 2694760.98
STATION: 1+14.18
N 274594.78, E 2694716.05
STATION: 4+03.02
N 274839.80, E 2694563.11
STATION: 4+27.08
N 274861.22, E 2694552.21
STATION: 4+73.79
N 274900.89, E 2694527.92
STATION:5+09.57
N 274928.09, E 2694504.67
STATION: 5+71.91
N 274982.24, E 2694513.33
Alignment 2
Number
L3
C8
C9
Length
4.88'
9.87'
7.00'
Radius
100.00'
235.13'
Delta
5.66°
1.71°
Chord Length
9.87'
7.00'
Line/Chord Direction
N75° 46' 04.98"W
N78° 35' 48.28"W
N82° 16' 43.31"W
Start
STATION:0+00.00
N 274904.00, E 2695328.70
STATION:0+04.88
N 274905.20, E 2695323.97
STATION:0+14.76
N 274907.15, E 2695314.30
End
STATION:0+04.88
N 274905.20, E 2695323.97
STATION: 0+14.76
N 274907.15, E 2695314.30
STATION: 0+21.76
N 274908.09, E 2695307.36
Alignment 3
Number
L4
C10
Length
3.13'
21.20'
Radius
261.17'
Delta
4.65°
Chord Length
21.20'
Line/Chord Direction
N77° 11' 59.82"W
N80° 10' 13.88"W
Start
STATION:0+00.00
N 274917.87, E 2695332.55
STATION:0+03.13
N 274918.56, E 2695329.50
End
STATION:0+03.13
N 274918.56, E 2695329.50
STATION: 0+24.33
N 274922.18, E 2695308.61
VA FORM 08 - 6231
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Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
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STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
317-348-1000
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
L-203
BID SET
Renovate Site & Repair/Restore Historic Structure
819CM3006
MAS
SITE LAYOUT PLAN
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
KRMAY 16, 2019
1. CONTRACTOR SHALL NOT WORK
UPON OR STORE ANY MATERIALS
ON OCCUPIED GRAVE PLOTS.
DESIGNATED LIMITED ACCESS
ROUTES ARE INDICATED ON THE
PLANS.
2. PROTECT ALL EXISTING
GRAVESITES, HEADSTONES, AND
FLAT MARKERS FROM DAMAGE DUE
TO CONSTRUCTION OPERATIONS.
3. MONUMENT PROTECTION SHALL BE
INSTALLED IMMEDIATELY PRIOR TO
DEMOLITION OR CONSTRUCTION
ACTIVITIES OCCURING WITHIN 10'
OF EXISTING MONUMENTS AND
SHALL BE REMOVED IMMEDIATELY
AFTER DEMOLITION OR
CONSTRUCTION NEAR THE
MONUMENT IS COMPLETE.
3. HEADSTONE COVERS SHALL BE
CONSTRUCTED OF ½-INCH THICK
PLYWOOD AND SHALL
COMPLETELY ENCASE
HEADSTONES ADJACENT TO THE
WORK AREA WITHOUT DAMAGING
THEM.
4. COVER FLAT MARKERS WITH 1-INCH
THICK PLYWOOD TO PROTECT
THEM FROM INCIDENTAL DAMAGE.
GRAVESITE PROTECTION NOTES
EXAMPLE OF HEADSTONE COVER
1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE PROTECTED FROM
DAMAGE DUE TO CONSTRUCTION OPERATIONS.
2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT THE TRUNK OF
THE TREE FROM ACCIDENTAL MECHANICAL DAMAGE FROM ADJACENT
CONSTRUCTION WORK BY ATTACHING LUMBER TO THE TRUNK WITH NYLON
WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.
3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF THE OUTER
EXTENT OF THE CANOPY OF A TREE OR WITHIN THE TREE PROTECTION FENCE
AREA AS SHOWN ON PLANS, WHICHEVER IS LARGER.
4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION ZONES:
4.1. STORAGE OF ANY CONSTRUCTION MATERIALS, EQUIPMENT, STOCKPILING,
EXCAVATION OR FILL, SOIL, GRAVEL, TRASH, TOOLS, STONES, FENCING
ETC., EXCEPT IN DESIGNATED AREAS AS APPROVED BY THE GOVERNMENT.
4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN DESIGNATED AREAS AS
APPROVED BY THE GOVERNMENT.
4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.
4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.
4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM CLEANING
BRUSHES), WASH-OUT MATERIALS FROM CLEANING EQUIPMENT,
CONCRETE OR MORTAR REMAINDER, TRASH, GARBAGE, OR DEBRIS OF ANY
KIND.
5. ROOT ZONE PROTECTION:
5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN PROTECTION ZONES,
EXCEPT IN EXISTING PAVED AREAS AS APPROVED BY OWNER. IF
EQUIPMENT ACCESS IS REQUIRED THROUGH PROTECTION ZONES,
PROVIDE THE FOLLOWING:
5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING: GEOTEXTILE
FABRIC WITH 8-INCH THICKNESS OF COARSELY SHREDDED WOOD
CHIPS ON TOP. RESPREAD OR ADD MULCH AS NEEDED TO MAINTAIN
THE SPECIFIED THICKNESS.
5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY) MATERIAL
STAGING: DURING MASONRY AND FENCE INSTALLATION, PROTECT SOIL
AND LAWN AREAS WITHIN PROTECTION ZONES WITH 1-INCH THICK
PLYWOOD.
5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS
POSSIBLE.
6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS PROHIBITED WITHIN
PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF UNAVOIDABLE,
EXCAVATION SHALL BE CONDUCTED USING TUNNELLING/BORING, HAND
DIGGING, HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR SPADE) IN
ORDER TO LOCATE ROOTS PRIOR TO DAMAGING THEM.
6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:
6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY WRAPPING WITH WET
BURLAP AND KEEP MOIST. DO NOT LEAVE THE TRENCH OPEN FOR
LONGER THAN 4 HOURS, QUICKLY REPLACE THE SOIL AND SOAK WITH
WATER TO PACK.
6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.
6.2. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY CUTTING EXPOSED ROOTS
CLEANLY WITH A WHEEL SAW, RECIPROCATING SAW OR SMALL PRUNING
SAW. CONTRACTOR SHALL NOT RIP, CHOP, OR TEAR ROOTS.
7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND FERTILIZATION REQUIRED
SHALL BE PERFORMED BY A LICENSED ARBORIST.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF REMEDIAL
MEASURES FOR TREES DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING
BUT NOT LIMITED TO PRUNING, TREATMENTS, TREE REMOVAL, AND
REPLACEMENT WITH A MINIMUM SIX INCH CALIPER TREE OF THE SAME
SPECIES, AT NO ADDITIONAL COST TO THE GOVERNMENT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL TREE PROTECTION FENCING. PROTECTIVE FENCING
SHALL REMAIN UNDISTURBED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. IF PROTECTIVE FENCING IS DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY EXECUTE THE NECESSARY REPAIRS TO RE-ESTABLISH THE
PROTECTIVE FENCING TO ORIGINAL CONFIGURATIONS. THE CONTRACTOR
SHALL REMOVE FENCING UPON COMPLETION OF CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR KEEPING LAWN MOWED INSIDE TREE
PROTECTION FENCE IF LEFT IN PLACE FOR MORE THAN ONE WEEK.
TREE PROTECTION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY
INDICATED OTHERWISE.
2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS,
ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
APPLICABLE PERMITS.
3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL
CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE
CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE
CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY
THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR
TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF
CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE
CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.
4. NOTIFY UTILITY LOCATOR SERVICE (PA ONE CALL) AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF
CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH
CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.
6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS
ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY
CONTRACTOR.
7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,
GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,
PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL
CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE
REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED
AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN
AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH
SOD (NOT SEED).
8. PROTECT ALL EXISTING TREES.
9. PROTECT GRAVESITES AND MONUMENTS.
10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING
CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S
APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY
DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,
FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC
SAFETY DURING CONSTRUCTION.
11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,
BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS
TO FULFILL THE INTENT OF THE DRAWINGS.
GENERAL NOTES
AutoCAD SHX Text Scale: 1" = 40'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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PLANTING ENLARGEMENT
SHEET L-205
PLANTING ENLARGEMENT
SHEET L-205
VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
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STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
317-348-1000
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
CALL BEFORE YOU DIG!
PENNSYLVANIA LAW REQUIRES
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
SERIAL #
DATE
1-800-242-1776
SYSTEM, INC.
PA1 20182892404
10/16/2018
L-204
BID SET
Renovate Site & Repair/Restore Historic Structure
819CM3006
MAS
PLANTING PLAN
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
KRMAY 16, 2019
1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE PROTECTED FROM
DAMAGE DUE TO CONSTRUCTION OPERATIONS.
2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT THE TRUNK OF
THE TREE FROM ACCIDENTAL MECHANICAL DAMAGE FROM ADJACENT
CONSTRUCTION WORK BY ATTACHING LUMBER TO THE TRUNK WITH NYLON
WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.
3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF THE OUTER
EXTENT OF THE CANOPY OF A TREE OR WITHIN THE TREE PROTECTION FENCE
AREA AS SHOWN ON PLANS, WHICHEVER IS LARGER.
4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION ZONES:
4.1. STORAGE OF ANY CONSTRUCTION MATERIALS, EQUIPMENT, STOCKPILING,
EXCAVATION OR FILL, SOIL, GRAVEL, TRASH, TOOLS, STONES, FENCING
ETC., EXCEPT IN DESIGNATED AREAS AS APPROVED BY THE GOVERNMENT.
4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN DESIGNATED AREAS AS
APPROVED BY THE GOVERNMENT.
4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.
4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.
4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM CLEANING
BRUSHES), WASH-OUT MATERIALS FROM CLEANING EQUIPMENT,
CONCRETE OR MORTAR REMAINDER, TRASH, GARBAGE, OR DEBRIS OF ANY
KIND.
5. ROOT ZONE PROTECTION:
5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN PROTECTION ZONES,
EXCEPT IN EXISTING PAVED AREAS AS APPROVED BY OWNER. IF
EQUIPMENT ACCESS IS REQUIRED THROUGH PROTECTION ZONES,
PROVIDE THE FOLLOWING:
5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING: GEOTEXTILE
FABRIC WITH 8-INCH THICKNESS OF COARSELY SHREDDED WOOD
CHIPS ON TOP. RESPREAD OR ADD MULCH AS NEEDED TO MAINTAIN
THE SPECIFIED THICKNESS.
5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY) MATERIAL
STAGING: DURING MASONRY AND FENCE INSTALLATION, PROTECT SOIL
AND LAWN AREAS WITHIN PROTECTION ZONES WITH 1-INCH THICK
PLYWOOD.
5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS
POSSIBLE.
6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS PROHIBITED WITHIN
PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF UNAVOIDABLE,
EXCAVATION SHALL BE CONDUCTED USING TUNNELLING/BORING, HAND
DIGGING, HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR SPADE) IN
ORDER TO LOCATE ROOTS PRIOR TO DAMAGING THEM.
6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:
6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY WRAPPING WITH WET
BURLAP AND KEEP MOIST. DO NOT LEAVE THE TRENCH OPEN FOR
LONGER THAN 4 HOURS, QUICKLY REPLACE THE SOIL AND SOAK WITH
WATER TO PACK.
6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.
6.2. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY CUTTING EXPOSED ROOTS
CLEANLY WITH A WHEEL SAW, RECIPROCATING SAW OR SMALL PRUNING
SAW. CONTRACTOR SHALL NOT RIP, CHOP, OR TEAR ROOTS.
7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND FERTILIZATION REQUIRED
SHALL BE PERFORMED BY A LICENSED ARBORIST.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF REMEDIAL
MEASURES FOR TREES DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING
BUT NOT LIMITED TO PRUNING, TREATMENTS, TREE REMOVAL, AND
REPLACEMENT WITH A MINIMUM SIX INCH CALIPER TREE OF THE SAME
SPECIES, AT NO ADDITIONAL COST TO THE GOVERNMENT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL TREE PROTECTION FENCING. PROTECTIVE FENCING
SHALL REMAIN UNDISTURBED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. IF PROTECTIVE FENCING IS DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY EXECUTE THE NECESSARY REPAIRS TO RE-ESTABLISH THE
PROTECTIVE FENCING TO ORIGINAL CONFIGURATIONS. THE CONTRACTOR
SHALL REMOVE FENCING UPON COMPLETION OF CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR KEEPING LAWN MOWED INSIDE TREE
PROTECTION FENCE IF LEFT IN PLACE FOR MORE THAN ONE WEEK.
TREE PROTECTION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY
INDICATED OTHERWISE.
2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS,
ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
APPLICABLE PERMITS.
3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL
CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE
CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE
CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY
THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR
TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF
CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE
CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.
4. NOTIFY UTILITY LOCATOR SERVICE (PA ONE CALL) AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF
CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH
CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.
6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS
ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY
CONTRACTOR.
7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,
GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,
PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL
CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE
REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED
AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN
AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH
SOD (NOT SEED).
8. PROTECT ALL EXISTING TREES.
9. PROTECT GRAVESITES AND MONUMENTS.
10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING
CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S
APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY
DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,
FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC
SAFETY DURING CONSTRUCTION.
11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,
BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS
TO FULFILL THE INTENT OF THE DRAWINGS.
GENERAL NOTES
LEGEND
SODDED LAWN
SHRUBS
12 B&B
B&B
18" HT.
30" HT.
GREY OWL JUNIPER
JUNIPERUS VIRGINIANA 'GREY OWL'
WINTERGREEN BOXWOOD
ILEX GLABRA 'SHAMROCK'
COND.SIZE
QTY.
BOTANICAL NAME
COMMON NAME
PLANTING NOTES
1. PROTECT EXISTING LAWNS FROM DAMAGE DUE TO DEMOLITION AND
CONSTRUCTION OPERATIONS.
2. REPAIR ALL DISTURBED AREAS OR DAMAGED TURF RESULTING FROM
CONSTRUCTION OPERATIONS WITH NEW TURF SOD AS SPECIFIED. DISTURBED
AREAS SHALL BE RE-SODDED IMMEDIATELY AFTER WORK IS COMPLETED TO
PREVENT EROSION AND PERMANENTLY STABILIZE THE AREA.
3. ALONG ROADWAY EDGES WHERE PROPOSED GRADE OF ROAD IS HIGHER THAN
THE ORIGINAL GRADE, PROVIDE ADDITIONAL IMPORTED TOPSOIL TO RAISE THE
ADJACENT FINISH GRADE TO PROVIDE A FLUSH EDGE WHERE LAWN MEETS THE
ROADWAY.
4. PERFORM SOILS TESTS FOR IMPORTED TOPSOIL AND APPLY SOIL
AMENDMENTS LAWN AREAS PER RESULTS OF SOILS TEST AS SPECIFIED.
5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
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