36E77619R0086-007.pdf
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- Attached to
- Replace Hemodialysis Unit Federal contract opportunity
- Solicitation number
- 36E77619R0086
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Project Number
Building Number
Drawing 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/LANDSCAPE STAMPCONSULTANTS
321 4 5 6 7 8 9 10
CIVIL: STRUCTURAL: MEP/FP: COST:
CONFORMED CONSTRUCTION DOCUMENTS
Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865 Phone: 401-334-4100 Facsimile: 401-334-4108
Odeh Engineers 1223 Mineral Springs Ave.
Providence, RI 02904 Phone: 401-724-1771 Facsimile: 401-724-1981
BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135 Phone: 617-254-0016 Facsimile: 617-924-9339
DG Jones International, Inc.
3 Baldwin Green Common, Suite 202 Woburn, MA 01801 Phone: 781-982-3131 Facsimile: 781-932-3199
290 Congress St., 5th Floor Boston, MA 02210 Phone: 617-895-1000
VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1
Providence, RI
650-342
Project Director
FULLY SPRINKLERED
CONFORMED CONSTRUCTION
DOCUMENTS
L1.00
LANDSCAPE PLAN
11/09/18 AEA AEA
N
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CONEX
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8" WATER QL-B
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3-4" E QL-B
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3-4" T QL-B
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STEAM S&R QL-B
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4-4" T QL-B
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4-4" T QL-B
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4-4" T QL-B
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12" VC S QL-C
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8" W FP QL-B
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6" W DW QL-B
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2-4" T QL-B
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ST S&R QL-B
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4-4" E QL-B
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8-4" T QL-B
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2" G QL-B
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8" RCP D QL-C
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4" PVC D QL-C
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4" T QL-B
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4" T QL-B
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U QL-B
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8-4" E QL-B
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4-4" E QL-B
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8-4" E QL-B
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4-4" E QL-B
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8" W QL-B
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ST QL-B
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1.5" E QL-B
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2" T F.O. QL-D
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1.5" E QL-B
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1.5" E QL-B
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U QL-B
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10" S QL-C
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8" W QL-B
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2" W QL-B
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8" W QL-B
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8" D QL-C
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SMH RIM=83.7 A=12" INV=73.1' B=12" INV=73.5' C=12" INV=73.1'
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text
SMH RIM=83.8 A=12" INV=73.5' B= 4" INV=79.1' C=10" INV=73.6' D= 6" INV =73.8'
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
8" W QL-B
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text
SMH RIM=85.2 A=12" INV=74.0' B=12" INV=73.9'
AutoCAD SHX Text
SMH RIM=85.2 A=12" INV=75.0' B=N.P.V. INV=74.9' C=12" INV=74.9'
AutoCAD SHX Text
DMH RIM=85.6 A=10" INV=77.5' B= 6" INV=77.6' C=10" INV=80.1'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
CB RIM=83.8 A=12" INV=81.4'
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CB RIM=83.3 A=6" INV=81.1'
AutoCAD SHX Text
SMH RIM=85.3 A=8" (R) INV=71.4' B=4" (R) INV=71.5' C=8" (R) INV=71.2'
AutoCAD SHX Text
DMH RIM=86.1' A=8" INV=82.7'
AutoCAD SHX Text
ST S&R QL-B
AutoCAD SHX Text
4-4" E QL-B
AutoCAD SHX Text
3-4" T QL-B
AutoCAD SHX Text
U QL-B
AutoCAD SHX Text
CB RIM=87.1 A=12" INV=83.9' B= 4" INV=85.3'
AutoCAD SHX Text
CB RIM=86.8 A= 8" INV=79.4' B= 8" INV=81.1' C=10" INV=82.2'
AutoCAD SHX Text
DMH RIM=86.8' A=10" INV=83.6' B= 6" INV=84.1'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
8" W FP QL-B
AutoCAD SHX Text
2-4" T QL-B
AutoCAD SHX Text
4-4" E QL-B
AutoCAD SHX Text
EOI
AutoCAD SHX Text
8" W QL-B
AutoCAD SHX Text
E QL-B
AutoCAD SHX Text
8-4" E QL-B
AutoCAD SHX Text
4-4" E QL-B
AutoCAD SHX Text
6" W QL-B
AutoCAD SHX Text
4" T QL-B
AutoCAD SHX Text
4" T QL-B
AutoCAD SHX Text
TC=86.22
AutoCAD SHX Text
BC=85.86
AutoCAD SHX Text
CIP CONCRETE PAVING
AutoCAD SHX Text +88.2
AutoCAD SHX Text +86.60
AutoCAD SHX Text
METAL BOLLARD
AutoCAD SHX Text
CIP CONCRETE PLANTER
AutoCAD SHX Text
BETULA NIGRA (3)
AutoCAD SHX Text
CIP CONCRETE PAVING
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LIMIT OF WORK
AutoCAD SHX Text
LIMIT OF WORK
AutoCAD SHX Text
LIMIT OF WORK
AutoCAD SHX Text
ASPHALT PAVING SEE CIVIL DRAWINGS
AutoCAD SHX Text
PLANTING AREA
AutoCAD SHX Text
DECOMPOSED GRANITE
AutoCAD SHX Text
EXISTING GINKGO BILOBA TO BE REMAIN AND BE PROTECTED
AutoCAD SHX Text
EXISTING SEATING AREA, NEW GRADE TO MATCH, ELIMINATING STEPS
AutoCAD SHX Text +88.69
AutoCAD SHX Text
DECOMPOSED GRANITE
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text +86.00
AutoCAD SHX Text +88.00
AutoCAD SHX Text 3%
AutoCAD SHX Text
CIP CONCRETE PAVING
AutoCAD SHX Text
+90.40 FFE
AutoCAD SHX Text +90.30
AutoCAD SHX Text +87.30
AutoCAD SHX Text +86.65
AutoCAD SHX Text +86.40
AutoCAD SHX Text +86.70
AutoCAD SHX Text +86.30
AutoCAD SHX Text 86.05+
AutoCAD SHX Text +87.10 T.O.W.
AutoCAD SHX Text +87.10
AutoCAD SHX Text +89.77 T.O.W.
AutoCAD SHX Text +89.77 T.O.W.
AutoCAD SHX Text
PRECAST CONCRETE TACTILE WARNING STRIP SEE CIVIL FOR DETAIL
AutoCAD SHX Text
AutoCAD SHX Text 3.00
AutoCAD SHX Text
AutoCAD SHX Text 3.00
AutoCAD SHX Text
AutoCAD SHX Text 3.00
AutoCAD SHX Text
CIP CONCRETE STAIR
AutoCAD SHX Text
AutoCAD SHX Text 3.10
AutoCAD SHX Text
AutoCAD SHX Text 3.00
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
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AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text E.J.
AutoCAD SHX Text
AutoCAD SHX Text 3.00
AutoCAD SHX Text
S.S. METAL GUARDRAIL
AutoCAD SHX Text
AutoCAD SHX Text 3.10
AutoCAD SHX Text +88.2
AutoCAD SHX Text +88.05
AutoCAD SHX Text +87.60
AutoCAD SHX Text +87.75
AutoCAD SHX Text +87.10
AutoCAD SHX Text +86.25
AutoCAD SHX Text 86.20+
AutoCAD SHX Text 86.45+
AutoCAD SHX Text +85.55
AutoCAD SHX Text
S.S. METAL GUARDRAIL
AutoCAD SHX Text
AutoCAD SHX Text 3.10
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
COMMON NAME
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
BOTANICAL NAME
AutoCAD SHX Text
PLANT MATERIALS LIST
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
TREES
AutoCAD SHX Text
2 " CAL12" CAL
AutoCAD SHX Text
RIVER BIRCH
AutoCAD SHX Text
BETULA NIGRA 'HERITAGE'
AutoCAD SHX Text B&B
AutoCAD SHX Text
AutoCAD SHX Text
SHRUBS, GRASSES, PERENNIALS
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text #1
AutoCAD SHX Text
CONT
AutoCAD SHX Text
AutoCAD SHX Text
ORNAMENTAL GRASSES
AutoCAD SHX Text
DECOMPOSED GRANITE
AutoCAD SHX Text *NOTE: PROVIDE ALLOWANCE FOR TEMPORARY IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS. PROVIDE ALLOWANCE FOR TEMPORARY IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS.
AutoCAD SHX Text
KEY:
AutoCAD SHX Text
BN
AutoCAD SHX Text
LITTLE KITTEN MAIDEN GRASS
AutoCAD SHX Text
MISCANTHUS SINENSIS 'LITTLE KITTEN'
AutoCAD SHX Text #1
AutoCAD SHX Text
CONT
AutoCAD SHX Text #1
AutoCAD SHX Text
CONT
AutoCAD SHX Text
MS
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AutoCAD SHX Text
AutoCAD SHX Text
LAWN
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SCALE:
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AutoCAD SHX Text
LANDSCAPE PLAN
AutoCAD SHX Text 1/16" = 1'-0"
AutoCAD SHX Text
TTTTTTTTTTTTT
Project Number
Building Number
Drawing 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/LANDSCAPE STAMPCONSULTANTS
321 4 5 6 7 8 9 10
CIVIL: STRUCTURAL: MEP/FP: COST:
CONFORMED CONSTRUCTION DOCUMENTS
Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865 Phone: 401-334-4100 Facsimile: 401-334-4108
Odeh Engineers 1223 Mineral Springs Ave.
Providence, RI 02904 Phone: 401-724-1771 Facsimile: 401-724-1981
BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135 Phone: 617-254-0016 Facsimile: 617-924-9339
DG Jones International, Inc.
3 Baldwin Green Common, Suite 202 Woburn, MA 01801 Phone: 781-982-3131 Facsimile: 781-932-3199
290 Congress St., 5th Floor Boston, MA 02210 Phone: 617-895-1000
VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1
Providence, RI
650-342
Project Director
FULLY SPRINKLERED
CONFORMED CONSTRUCTION
DOCUMENTS
L2.00
LANDSCAPE LAYOUT PLAN
11/09/18 Checker Author
N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONEX
AutoCAD SHX Text D
AutoCAD SHX Text
ALIGN
AutoCAD SHX Text
ALIGN
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
LANDSCAPE LAYOUT PLAN
AutoCAD SHX Text 1/16" = 1'-0"
Drawing 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/LANDSCAPE STAMPCONSULTANTS
321 4 5 6 7 8 9 10
CIVIL: STRUCTURAL: MEP/FP: COST:
CONFORMED CONSTRUCTION DOCUMENTS
Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865 Phone: 401-334-4100 Facsimile: 401-334-4108
Odeh Engineers 1223 Mineral Springs Ave.
Providence, RI 02904 Phone: 401-724-1771 Facsimile: 401-724-1981
BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135 Phone: 617-254-0016 Facsimile: 617-924-9339
DG Jones International, Inc.
3 Baldwin Green Common, Suite 202 Woburn, MA 01801 Phone: 781-982-3131 Facsimile: 781-932-3199
290 Congress St., 5th Floor Boston, MA 02210 Phone: 617-895-1000
VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1
Providence, RI
650-342
Project Director
FULLY SPRINKLERED
CONFORMED CONSTRUCTION
DOCUMENTS
L3.00
LANDSCAPE DETAILS
11/09/18 Checker Author
AutoCAD SHX Text
DENSELY GRADED CRUSHED STONE
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
4/4-6X6 WWF REINFORCEMENT
AutoCAD SHX Text
LIGHT BROOM FINISH
AutoCAD SHX Text
14" X 1" CONTROL JOINT
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
AutoCAD SHX Text L3.00
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THICKENED EDGE -- CONTINUOUS TYP. BOTH SIDES OF WALK
AutoCAD SHX Text
STAINLESS STEEL BOLLARD
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EXPANSION JOINT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
REINFORCED CONCRETE: (4) #5 VERT., #4@6" OC HORZ,
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
WARNING STRIP PAVER (SEE CIVIL)
AutoCAD SHX Text
GRANITE CURB
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
WHEN NEAR SIDEWALK AREAS
AutoCAD SHX Text
SET TREE PLUMB
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PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT DO NOT CUT LEADER
AutoCAD SHX Text
TRUNK TRANSITION 3" HIGHER THAN SURROUNDING SOIL
AutoCAD SHX Text
ORGANIC MULCH - DO NOT MULCH DIRECTLY AGAINST TRUNK
AutoCAD SHX Text
TEMPORARY EARTH SAUCER
AutoCAD SHX Text
AMENDED SUBGRADE
AutoCAD SHX Text ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL BEFORE BACKFILLING; UNTIE ROPE FROM TRUNK
AutoCAD SHX Text
NOTE: 1. REMOVE ALL NON-BIODEGRADABLE MATERIAL FROM PLANT PIT
AutoCAD SHX Text
LANDSCAPE SOIL SEE SPECIFICATION
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
GAUGED WIRE
AutoCAD SHX Text TWO 2"x2"x8' STAKES SPACED ACROSS FROM EACH OTHER
AutoCAD SHX Text
TREE-TIE WEBBING
AutoCAD SHX Text
C PLANT
AutoCAD SHX Text
NOTE SEE PLANTING SCHEDULE FOR THE VALUE OF "X"
AutoCAD SHX Text L
AutoCAD SHX Text
CENTER OF PLANT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
CIP CONCRETE PAVING
AutoCAD SHX Text 1" = 1'-0"
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TTTTTTTTTTTTT
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SCALE:
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AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text 1" = 1'-0"
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TTTTTTTTTTTTT
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SCALE:
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PLANT SPACING
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NTS
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TTTTTTTTTTTTT
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SCALE:
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METAL BOLLARD
AutoCAD SHX Text 1/2" = 1'-0"
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TTTTTTTTTTTTT
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SCALE:
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AutoCAD SHX Text
CIP CONCRETE RETAINING WALL
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
TTTTTTTTTTTTT
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SCALE:
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AutoCAD SHX Text
TREE PLANTING DETAIL
AutoCAD SHX Text 3/8" = 1'-0"
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TTTTTTTTTTTTT
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SCALE:
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AutoCAD SHX Text
CIP CONCRETE RETAINING WALL
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
TTTTTTTTTTTTT
AutoCAD SHX Text
CHAMFERED EDGE
AutoCAD SHX Text
SMOOTH FINISH
AutoCAD SHX Text
DRAINAGE MEDIUM
AutoCAD SHX Text
1" PVC WEEP PVC WEEP
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
2-#5 CONTINUOUS, 1'O.C.
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
GRANULAR FILL
AutoCAD SHX Text
#4 BENT BAR 12" O.C.
AutoCAD SHX Text
TT
AutoCAD SHX Text
TW 89.72
AutoCAD SHX Text
TT
AutoCAD SHX Text
BW 87.05
AutoCAD SHX Text
TT
AutoCAD SHX Text
TW 87.10
AutoCAD SHX Text
TT
AutoCAD SHX Text
BW 86.60
AutoCAD SHX Text
CIP CONCRETE PLANTER
AutoCAD SHX Text
AutoCAD SHX Text L3.00
AutoCAD SHX Text
METAL BOLLARD
AutoCAD SHX Text
AutoCAD SHX Text L3.00
AutoCAD SHX Text
+87.10 TOW
AutoCAD SHX Text
+86.60 BOW
AutoCAD SHX Text
+87.10 TOW
AutoCAD SHX Text
+86.60 BOW
AutoCAD SHX Text
89.72 TOW+
AutoCAD SHX Text
87.05 BOW+
AutoCAD SHX Text
89.72 TOW+
AutoCAD SHX Text
87.05 BOW+
AutoCAD SHX Text
90.00 TOW+
AutoCAD SHX Text
87.35 BOW+
AutoCAD SHX Text
WALL TO MATCH HEIGHT OF LOADING DOCK
AutoCAD SHX Text
CIP CONCRETE PLANTER
AutoCAD SHX Text
AutoCAD SHX Text L3.00
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PLANTING AREA
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
GRANITE FLUSH CURB
AutoCAD SHX Text
WARNING STRIP PAVER
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
CIP CONCRETE
AutoCAD SHX Text
COMPRESSIBLE JOINT FILLER FULL DEPTH OF PAVING
AutoCAD SHX Text
BACKER ROD CONTINUOUS
AutoCAD SHX Text
SEALANT TO MATCH CONCRETE COLOR
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text NOTE: PROVIDE EXPANSION JOINTS AT ALL CHANGES OF IMPERMEABLE MATERIALS AND VERTICAL SURFACES.
AutoCAD SHX Text
DENSELY GRADED CRUSHED STONE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
GEOTEXTILE FABRIC
AutoCAD SHX Text
STABILIZED DECOMPOSED GRANITE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
DECOMPOSED GRANITE
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TTTTTTTTTTTTT
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
REINFORCED CONCRETE: (4) #5 VERT., #4@6" OC HORZ,
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
WARNING STRIP PAVER
AutoCAD SHX Text
GRANITE CURB
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
REINF. C.I.P. CONC. GRADE BEAM
AutoCAD SHX Text
3/4" MORTAR SETTING BED W/ S.S. DOWELS
AutoCAD SHX Text
DENSE GRADED CRUSHED STONE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
WARNING PAVER STRIP DETAIL
AutoCAD SHX Text 1/2" = 1'-0"
Drawing 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/LANDSCAPE STAMPCONSULTANTS
321 4 5 6 7 8 9 10
CIVIL: STRUCTURAL: MEP/FP: COST:
CONFORMED CONSTRUCTION DOCUMENTS
Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865 Phone: 401-334-4100 Facsimile: 401-334-4108
Odeh Engineers 1223 Mineral Springs Ave.
Providence, RI 02904 Phone: 401-724-1771 Facsimile: 401-724-1981
BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135 Phone: 617-254-0016 Facsimile: 617-924-9339
DG Jones International, Inc.
3 Baldwin Green Common, Suite 202 Woburn, MA 01801 Phone: 781-982-3131 Facsimile: 781-932-3199
290 Congress St., 5th Floor Boston, MA 02210 Phone: 617-895-1000
VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1
Providence, RI
650-342
Project Director
FULLY SPRINKLERED
CONFORMED CONSTRUCTION
DOCUMENTS
L3.10
LANDSCAPE DETAILS
11/09/18 AEA AEA
AutoCAD SHX Text 1.5" x 1.5" STAINLESS STEEL POST
AutoCAD SHX Text 3"x4"x " S.S. FLANGE PLATE - 38" S.S. FLANGE PLATE - FLUSH WITH PAVEMENT
AutoCAD SHX Text
EPOXY GROUT
AutoCAD SHX Text
SEALANT - COLOR TO MATCH PAVEMENT
AutoCAD SHX Text
CONTINUOUS WELD - GROUND SMOOTH
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
GUARDRAIL POST ATTACHMENT
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TTTTTTTTTTTTT
AutoCAD SHX Text
2-#5 CONT. TYP.
AutoCAD SHX Text
8" TYP. DENSELY GRADE CRUSHED STONE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
#4 @12" E.W. TYP.
AutoCAD SHX Text
1-1/2" S.S. POST AND RAIL WITH WELDED JOINT
AutoCAD SHX Text SEE CIVIL "EXPANSION JOINT AT DOORWAY ENTRIES AND STAIR CONNECTIONS" FOR DETAIL (TYP.)
AutoCAD SHX Text 1%
AutoCAD SHX Text 43.1.0M
AutoCAD SHX Text
3" CL.
AutoCAD SHX Text
1" NOSING (TYP.)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
CIP CONCRETE STAIR
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TTTTTTTTTTTTT
AutoCAD SHX Text
1 " O.D. S.S. RAIL12" O.D. S.S. RAIL
AutoCAD SHX Text
1 " O.D. S.S. POST12" O.D. S.S. POST
AutoCAD SHX Text
12" O.D. S.S. PICKET
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
DECOMPOSED GRANITE
AutoCAD SHX Text
1 " O.D. S.S. POST12" O.D. S.S. POST
AutoCAD SHX Text
C.I.P. CONCRETE PAVING
AutoCAD SHX Text
CIP CONCRETE WALL
AutoCAD SHX Text
COVERED ENTRY
AutoCAD SHX Text 86.60
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
S.S. GUARDRAIL
AutoCAD SHX Text 1/2" = 1'-0"
| Sheets and Views |
| 30X42 |
| L2.0 - LANDSCAPE LAYOUT PLAN-30X42.pdf |
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| L3.0 - LANDSCAPE DETAILS-30X42.pdf |
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| L3.10 - LANDSCAPE DETAILS-30X42.pdf |
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