L-100 L-201 L-301 L-401 L-501 L-601 L-701 L-801 L-802 L-803 L-804 L-805 L-806
1.THE CONTRACTOR SHALL COMPLY WITH THE CITY OF ITHACA ORDINANCE AND ALL OTHER APPLICABLE STATE OR LOCAL ORDINANCE. IN THE EVENT OF A CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2.CONTRACTOR SHALL BE FAMILIAR WITH ALL EXISTING AND PROPOSED SITE IMPROVEMENT. 3.CONTRACTOR SHALL BE FAMILIAR WITH THE LOCATION OF MECHANICAL EQUIPMENT AND UTILITIES, EXISTING OR PROPOSED, IN THE AREAS TO BE PLANTED OR CONSTRUCTED. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES OR EQUIPMENT, ABOVE OR UNDERGROUND. 4.IN THE EVENT OF THE CONTRACTOR TO RESTORE DAMAGED
COVER SHEET EXISTING PLAN DEMOLITION PLAN LAYOUT PLAN PAVING PLAN PLANTING PLAN LIGHTING & FURNISHING PLAN DEMOLITION DETAILS CONSTRUCTION DETAILS GUTTER&CATCH BASIN DETAILS PAVING DETAILS PLANTING DETAILS FURNITURE DETAILS
5.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER. CONTRACTOR SHALL COORDINATE THEIR WORK AND THAT OF OTHER CONTRACTORS ON SITE.NO PLANTING OR CONSTRUCTION SCHEDULE TO BE CONFIRMED WITHOUT APPROVAL OF OWNER'S REPRESENTATIVE.
N
Zijie Ma
GENERAL NOTES
Cornell University Ithaca, NY
SHEET INDEX
Olin Library Plaza
LOCATION MAP-CORNELL CAMPUS
REVISIONS
DWN 000
CHK 000
D R A W I N G S C A L E : SPECIFIED
NTS
NTS
PROJECT AREA
NTS
SURVEY PROVIDED BY CORNELL UNIVERSITY LANDSCAPE ARCHITECT N
L 100 Location and Layout
TYP
LEGEND
ELECTRIC STREET LIGHTS
CATCH BASIN
EXISTING SHRUBS
EXISTING TREES
TELEPHONE TOPO LINE
Zijie Ma
TELECOM
Cornell University Ithaca, NY
Olin Library Plaza
WATER
REVISIONS
DWN 000
CHK 000
D R A W I N G S C A L E : SPECIFIED
N
0' 10' 20'
50'
100' D R A W I N G S C A L E : 1"= 12'-0"
L 201 EXCITING PLAN
LEGEND
ASPHALT TO BE REMOVED SOIL TO BE REMOVED SHRUBS TO BE REMOVED TREES TO BE REMOVED TREE PROTECTION FENCE
1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 2. WALL FOOTINGS TO BE REMOVED COMPLETELY. 3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AND INLETS AFFECTED BY NEW CONSTRUCTION. SEE DETAILS X.XX AND X.XX FOR SPECS. 4. STRIP AND STOCKPILE 4" - 6" OF TOPSOIL, MO TOPSOIL STRIPPING TO OCCUR WITHIN TREE PROTECTION FENCE / TREE DRIP LINES. 5. SEE ELECTRICAL AND PLUMBING FOR UTILITY DEMOLITION PLANS. 6. PLANTING BEDS NOT ON ROOF TO BE EXCAVATED TO A MINIMUM DEPTH OF 18". 7. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE A NEW BASE COURSE. 8. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 9. FROM CURB (A) TO END OF RAMP (B) TO BE MILLED TO NO GREATER THAN A 5% SLOPE SUFFICIENTLY AT A SUFFICIENT DEPTH TO ALLOW FOR PAVER INSTALLATION (SEE DETAILS 700.2-3). INSET BEZEL TO BE MILLED FROM EDGES BEGINNING NO LESS THAN 7" FROM EDGE AND AT NO LESS THAN 7" DEEPER THAN PRIMARY RAMP SURFACE. 10. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 11. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ROOTS 6" AND LARGER. 12. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIPLINES OF TREES. 13. CONTRACTOR TO PROVIDE ADEQUATE DETOUR SIGNS FOR ALTERNATIVE BUILDING ACCESS AS NEEDED DURING DEMOLITION AND MAJOR CONSTRUCTION. 14. GRANITE CURBS TO BE REMOVED AND STOCKPILED FOR REUSE. 15. PROTECT BENCHMARKS.
CATCH BASIN 1 PROTECTION L801
EX
5 TREE PROTECTION L801
5 TREE PROTECTION L801
Zijie Ma
GENERAL SHEET NOTES - DEMOLITION LEGEND
Cornell University Ithaca, NY
CATCH BASIN 1 PROTECTION L801
Olin Library Plaza
CATCH BASIN PROTECTION
REVISIONS
DWN 000
CHK 000
D R A W I N G S C A L E : 1/8"= 1'-0"
N
EX
EX
0' 10' 20' EX
50'
100' D R A W I N G S C A L E : 1"= 12'-0"
L 301 DEMOLITION PLAN
LEGEND
(+800) (E691,N1220)
TOPO LINE COORDINATE BENCH -1 BENCH -2 BENCH -3
1 L804 3 L804
BIKE RACK
(E27,N1270)
(+802)
(E288,N1234)
4 L804
(E691,N1220) (E392,N1199) (E1003,N1137)
(E-270,N1176)
2 L804
(E387,N1148)
(E508,N1075)
(+798)
(E914,N1241) (E-98,N1022) (+800) (E508,N925)
(E-826,N829)
(E151,N834)
(E-279,N828)
(E726,N829)
(E-589,N753)
(E380,N740)
(E185,N733)
6 L801
(E541,N646)
(E-473,N646) (E-587,N602)
(E1057,N911)
Zijie Ma
(E521,N1291)
(E-381,N1282)
Cornell University Ithaca, NY
CONSTRUCTION LIMIT LINE
(E-294,N1350)
(+796)
Olin Library Plaza
(+798)
1 L806 (E48,N535)
(E-612,N528)
(E387,N548)
(E192,N540)
(E-314,N508) (+802)
(E176,N476)
REVISIONS
(E185,N733)
(E62,N427)
5 L806
NOTES
(E185,N733)
(E-60,N381)
(192,540)
1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDER GROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRA TORSHALL CONTACT UTILITY LOCATING COMPANY AND LOCATED ALL UTILITIES PRIOR TO ANY EXCAVATION. 2. SEE CIVIL AND ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES AND SITE LIGHTING. 3. SEE SHEET L301B FOR GRADING SPOT ELEVATIONS.
(E0,N0) (E-314,N264)
(E78,N128)
(E338,N128)
(E822,N0) (E0,N0)
(E224,N6)
DWN 000
CHK 000
D R A W I N G S C A L E : 1/8"= 1'- 0"
(E339,N0)
N
(+800)
(E729,N-200)
0' 10' 20'
50'
100' D R A W I N G S C A L E : 1"= 12'-0"
L 401 LAYOUT PLAN
LEGEND
(+800) (E691,N1220)
TOPO LINE COORDINATE CONSTRUCTION LIMIT LINE 6" X 4" GRAY BRICK
3 L804
6" X 4" DARK GRAY BRICK
3 L804
PREVIOUS ASPHALT (E521,N1291)
(E-381,N1282)
(E27,N1270)
(+802)
(E288,N1234)
4 L804
(E691,N1220) (E392,N1199)
(+796)
(E1003,N1137)
(E-270,N1176)
2 L804
(E387,N1148)
LAWN
5 L804
6' X 4" SANDY CONCRETE
1 L804
6' X 4" CONCRETE
1 L804
4" * 4" BLUE BRICK
6 L801
(E508,N1075)
(+798)
(E914,N1241) (E-98,N1022) (+800) (E508,N925)
(E-826,N829)
(E151,N834)
(E-279,N828)
(E726,N829)
(E-589,N753)
(E380,N740)
(E185,N733)
(E-473,N646)
(E1057,N911)
1 L804
6 L801
(E541,N646)
Zijie Ma
(E-294,N1350)
Cornell University Ithaca, NY
(+798) 3 L804
Olin Library Plaza
1 L804
(E-587,N602)
(E48,N535)
(E-612,N528)
NOTES
(E387,N548)
(E192,N540)
(E-314,N508) (+802)
1.PERMEABLE PAVER TYPE A: HANOVER 314" X 18"
(E176,N476) (E185,N733)
(E62,N427) (E185,N733)
(E-60,N381)
REVISIONS
W/ 116" BEVEL, NATURAL FINISH (192,540)
2. ROOF DECK PAVERS: WAUSAU GRANITEX PAVER S -- "LIGHT" (GTX40)AND "DARK" (GTX110). 24x48" x 234" THICK
(E0,N0)
3. PERMEABLE PAVERS TYPE B:
(E-314,N264)
4. SPEED TABLE UNIT PAVERS: WAUSAU 5 L804
DWN 000
TERRA-LOK, 378" X 778" X 238" THICK.COLOR: (E78,N128)
CHK 000
BROWN-TAN
(E338,N128)
5. CONCRETE EXPANSION JOINTS LABELED; ALL (E822,N0) (E0,N0)
(E224,N6)
D R A W I N G S C A L E : 1/8"= 1'- 0"
OTHER CONCRETEJOINTS ARE SCORE JOINTS.
(E339,N0)
N
(+800)
(E729,N-200)
0' 10' 20'
50'
100' D R A W I N G S C A L E : 1"= 12'-0"
L 501 PAVING PLAN
LEGEND CONSTRUCTION LIMIT LINE LAWN PLANTS
EXISTING TREES
EXISTING TREES AU 3
EXISTING TREES
LAWN
CPS 3
CP 3
LAWN CP 2
EXISTING TREES
PLANT NOTES
EXISTING TREES
DS 4
AU 3
Zijie Ma
Olin Library Plaza
AU 4
Cornell University Ithaca, NY
LAWN CP 3
CPS 3 REVISIONS
CP 3
LAWN
DS 3
DWN 000
CR 3
CR 4
EXISTING TREES CR 2
DS 3
CHK 000
CP 3
CP 4
D R A W I N G S C A L E : 1/8"= 1'- 0"
EXISTING TREES
N EXISTING TREES
LAWN
EXISTING SHRUBS
EXISTING TREES
0' 10' 20'
50'
100' D R A W I N G S C A L E : 1"= 12'-0"
L 601 PLANTING PLAN
LEGEND
LIGHT
2 L806
MILENIO CONCRETE BENCH
1 L806
BIKE RACK
5 L806
LIGHTS SCHEDULE NO. MODEL LT 1-17 BATTERY PARK-3833
SPIKES (3)
FINISH LENS SOCKET BLK Q L
Olin Library Plaza
LT 13
1 BENCH L806
LT 11 LT 12
LT 15
LT 16
LT 10 2 LIGHT L806
LT 2
BICYCLE 5 L806 RACK
LT 9
Zijie Ma
LT 14
Cornell University Ithaca, NY
LT 17 LT 1
REVISIONS
LT 3
LT 4
DWN 000
LT 8 LT 5
CHK 000
LT 6
D R A W I N G S C A L E : 1"= 12'-0"
N
LT 7
0' 10' 20'
50'
100' D R A W I N G S C A L E : 1"= 12'-0"
L 701 LIGHTING AND FURNISHING PLAN
CHAIN LINK PROTECTION FENCE 2"x2"x48" WOODEN STAKE
CATCH BASIN
3'
GEO-TEXTILE FABRIC BACK FILLED SOIL WITH MIN. 1' OF GEO-TEXTILE FABRIC TO LINE TRENCH TREE PROTECTION FENCE
1'
6"
ULTRA-DRAIN GUARD 24"X36"X36" INSTALL AS PER MANUFACTURER
NO.2 STONE AGGREGATE BASE
2
4
Scale: 1"=1'-0"
TREE PROTECTION PLAN VIEW Scale: 1"=1'-0"
2"X2"X48" WOODEN STAKE GEO-TEXTILE FABRIC
4"
4'
JOINT ROLL
SILT FENCE PLAN VIEW Scale: 1"=1'-0"
3"
4
Zijie Ma
Scale: 1"=1'-0"
Cornell University Ithaca, NY
1
SILT FENCE
Olin Library Plaza
6"
CATCH BASIN PROTECTION
3"
REVISIONS
6'
GALVANIZED COATED CHAIN LINK TREE PROTECTION FENCE
DWN 000
CHK 000
D R A W I N G S C A L E : SPECIFIED
2'
STAKE
6
NO.X & NO.X PERMEABLE PAVERS PLAN VIEW Scale: 1"=1'-0"
5
TREE PROTECTION FENCE Scale: 1"=1'-0"
L 801 DEMOLITION DETAILS
NYSDOT TYPE 7 TOP COARSE NYSDOT TYPE 3 BINDER COURSE GEO-TEXTILE TO WRAP UNDER ASPHALT 2'-0" GRANITE CURB NEENAH FOUNDRY DETECTABLE
TOOLED CONTROL/ SCORE JOINT 1/2"
BROOM FINISH TOOLED EDGE AT 3 INCHES
NO.8 AGGREGATE JOINTING STONE
4"
1" 3"
PERMEABLE PAVERS NO.8 STONE AGGREGATE BEDDING COURSE
1/2" EXPANSION JOINT 4000 P.S.I. CONCRETE
NO.57 STONE SUB BASE NO.2 STONE AGGREGATE BASE
2'
NO.57 STONE SUB BASE
PERFORATED 4" DRAINAGE PIPE CONCRETE BEDDING COMPACTED SUB BASE
Scale: 3/4"=1'-0"
5
PERMEABLE PAVERS ON HEAVY DUTY BASE Scale: 1"=1'-0"
8
DROP CURB DETECTABLE WARNING PLATE Scale: 1"=1'-0"
ASPHALT ROAD TACK COAT GRANITE CURB 1/2" DIAMETER SPEED DOWEL 18" O.C.
NO.8 AGGREGATE JOINTING STONE
4000 P.S.I. CONCRETE
PERMEABLE PAVERS NO.8 STONE AGGREGATE BEDDING COURSE
6"
6"
4000 P.S.I. CONCRETE
1'-6"
NO.2 STONE AGGREGATE BASE 1'
NO.57 STONE SUB BASE
2
ISOLATION JOINT WITH SPEED DOWEL
NO.2 STONE AGGREGATE BASE Scale: 2"=1'-0"
CONCRETE BEDDING 1"X1/2" TOOLED CONTROL JOINT EVERY 5'
COMPACTED SUB BASE COMPACTED SUB BASE
4000 P.S.I. CONCRETE 6"
NO.4 REBAR OR 6"X6" W.W.M.
3
Zijie Ma
PLAN VIEW OF CONCRETE FLATWORK
Cornell University Ithaca, NY
1
Olin Library Plaza
COMPACTED SUB BASE
GEO-TEXTILE
9
HEAVY DUTY CONCRETE
6
GRANITE SAFETY CURB (TYP)
REVISIONS
Scale: 1"=1'-0"
Scale: 2"=1'-0"
PLANTING SOIL ADJACENT UNIT PAVER NO.8 AGGREGATE JOINTING STONE PERMEABLE PAVERS
PLAN VIEW OF CONCRETE FLATWORK
NO.8 STONE AGGREGATE BEDDING COURSE
Scale: 2"=1'-0"
4"
4000 P.S.I. CONCRETE
DWN 000
CHK 000
NO.2 STONE SUB BASE
1/2"
CONCRETE BEDDING 1/2" EXPANSION JOINT EVERY 15'
NO.2 STONE AGGREGATE BASE 8"
D R A W I N G S C A L E : SPECIFIED
4000 P.S.I. CONCRETE
36" CU-STRUCTURAL SOIL
6"
NO.4 REBAR OR 6"X6" W.W.M.
GEO-TEXTILE
PREPARED SUBGRADE
COMPACTED SUB BASE
4
PLAN VIEW OF CONCRETE FLATWORK Scale: 2"=1'-0"
7
MEDIUM DUTY CONCRETE Scale: 2"=1'-0"
10
L 802
UNIT PAVER CURB Scale: 1"=1'-0"
CONSTRUCTION DETAILS
5C L803
NEENAH FOUNDRY CATCH BASIN INLET,FRAME,&GRATE
3
Scale: 1"=1'-0"
6.5"
NEENAH FOUNDRY CATCH BASIN PLAN VIEW
NEENAH FOUNDRY CATCH BASIN PLAN VIEW Scale: 1"=1'-0"
2'
3'-2"
NOTES: 1. SEAL ALL JOINTS WITH CEMENT GROUT, INSIDE AND OUT 2.BACKFILL STRUCTURE AS SPECIFIED 3. PRECAST CONCRETE STRUCTURE IS TO COMPLY WITH ASTM C478(ASTM C 478M), REINFORCED CONCRETE,OF DEPTH INDICATED IN L301,WITH6" MINIMUM THICKNESS FOR FLOOR SLAB, AND 6" MINIMUM THICKNESS FOR WALLS AND BASE RISER SECTION, AND HAVING BASE WITH INTEGRAL FLOOR 4. SET GRATE WITH SLOTS PERPENDICULAR TO FLOW OF TRAFFIC.
NEENAH FOUNDRY CATCH BASIN GRATE TYPE A
2"
5C NEENAH FOUNDRY CATCH BASIN INLET,FRAME,&GRATE Scale: 1"=1'-0"
ASPHALT ROAD
ASPHALT ROAD
NEENAH FOUNDRY GUTTER INLET AND FRAME 6 L402
NEENAH FOUNDRY GUTTER INLET AND FRAME 6 L402
FINISH GRADE
FINISH GRADE
NOTES: 1.SET GUTTER GRATE WITH SLOTS PERPENDICULAR TO FLOW OF TRAFFIC.
OPENING TO MATCH CLEAR DIMENSION OF FRAME
ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS
2'
6" TYP.
DRAINAGE PIPE SEE GRADING PLAN FOR PIPE SIZE
2'
ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS
6
3" WEEP WITH 12"X12" SQ PIECE OF GEO-TEXTILE FABRIC OVER OPENING,(1)EACH SIDE OF STRUCTURE
NEENAH FOUNDRY CATCH BASIN INLET&FRAME PLAN VIEW Scale: 1"=1'-0" DWN 000
3'-2.5'
CHK 000
2'-11"
GROUT AROUND PIPES INSIDE AND OUT
GROUT AROUND PIPES INSIDE AND OUT
REVISIONS
5C
L603
NEENAH FOUNDRY GUTTER INLET AND FRAME 6 L402
TYP.
VARIES
Scale: 1"=1'-0"
L603
PRECAST CONCRETE STRUCTURE 6"
NEENAH FOUNDRY CATCH BASIN INLET,FRAME,&GRATE
NEENHA FOUNDRY CATCH BASIN FRAME
5B
OPENING TO MATCH CLEAR DIMENSION OF FRAME
5A
Zijie Ma
1
NEENAH FOUNDRY CATCH BASIN GRATE TYPE A NEENHA FOUNDRY CATCH BASIN FRAME
Cornell University Ithaca, NY
Scale: 1"=1'-0" 2'-1.5'
Olin Library Plaza
5
5C
4 L803
L803
2 L803
NEENAH FOUNDRY GUTTER GRATE TYPE C NEENHA FOUNDRY GUTTER FRAME
6"MIN
6"
D R A W I N G S C A L E : SPECIFIED
INVERT ELEVATION AS NOTED ON GRADING PLAN
PRECAST CONCRETE STRUCTURE
NO.2 STONE AGGREGATE BASE
INVERT ELEVATION AS NOTED ON GRADING PLAN
6A
NEENAH FOUNDRY GUTTER FRONT VIEW Scale: 1"=1'-0" 1.5'
5.75"
2
NEENAH FOUNDRY GUTTER INLET SECTION DETAIL Scale: 1"=1'-0"
4
NEENAH FOUNDRY GUTTER INLET SECTION DETAIL Scale: 1"=1'-0"
6B
4"
6.5"
NO.2 STONE AGGREGATE BASE
NEENAH FOUNDRY GUTTER FRAME
NEENAH FOUNDRY GUTTER SIDE VIEW Scale: 1"=1'-0"
L 803 GUTTER & CATCH
6
L805
1
Scale: 1/2"=1'-0"
2
BARE ROOT TREE PLANTING WITH PERMEABLE PAVERS PLAN VIEW Scale: 1/2"=1'-0"
BARE ROOT TREE PLANTING WITH PERMEABLE PAVERS PLAN VIEW
3
Scale: 1/2"=1'-0"
PERMEABLE PAVERS NO.X STONE AGGREGATE BEDDING COURSE
8" 6" 1"
7
L804
NO.X AGGREGATE JOINTING STONE
NO.57 STONE SUB BASE
Zijie Ma
NO.X & NO.X PERMEABLE PAVERS PLAN VIEW
3"
1
Cornell University Ithaca, NY
2 L805
Olin Library Plaza
L805
COMPACTED SUB BASE REVISIONS
6
NO.X & NO.X PERMEABLE PAVERS Scale: 1"=1'-0"
3 L805
3"
NO.X PAVING STONE
8" 6" 1"
PERMEABLE PAVERS NO.X PAVING STONE BEDDING COURSE
DWN 000
CHK 000
NO.57 STONE SUB BASE D R A W I N G S C A L E : SPECIFIED
COMPACTED SUB BASE
4
NO.X & NO.X PERMEABLE PAVERS PLAN VIEW Scale: 1/2"=1'-0"
5
BALL & BURLAP TREE PLANTING WITH PERMEABLE PAVERS PLAN VIEW Scale: 1/2"=1'-0"
7
NO.X & NO.X PERMEABLE PAVERS Scale: 1"=1'-0"
L 804 PAVING DETAILS
ROOT FLARE 3" THICK BARK MULCH PLANTING SOIL STONE CURB
PREPARED SUBGRADE
ROOT FLARE 3" THICK BARK MULCH PLANTING SOIL STONE CURB
CONCRETE BRICK PAVEMENT
NO.X BRICK PAVEMENT
ROOT FLARE 3" THICK BARK MULCH PLANTING SOIL
STONE CURB
6"
4"
BRICK PAVEMENT
CONCRETE BRICK PAVEMENT
Zijie Ma
PREPARED SUBGRADE
Cornell University Ithaca, NY
36" CU-STRUCTURAL SOIL
Olin Library Plaza
36" CU-STRUCTURAL SOIL
N0.2 STONE AGGREGATE BASE GEO TEXTILE FABRIC
3'
3'
N0.2 STONE AGGREGATE BASE GEO TEXTILE FABRIC
REVISIONS
N0.2 STONE AGGREGATE BASE GEO TEXTILE FABRIC DWN 000
4" DRAINAGE PIPE CONNECTING TO STORM WATER SYSTEM
4" DRAINAGE PIPE CONNECTING TO STORM WATER SYSTEM
CHK 000
4" DRAINAGE PIPE CONNECTING TO STORM WATER SYSTEM D R A W I N G S C A L E : SPECIFIED
1
BALL & BURLAP PLANTING WITH PERMEABLE PAVERS Scale: 1/2"=1'-0"
2
BALL & BURLAP TREE PLANTING WITH PERMEABLE PAVERS Scale: 1/2"=1'-0"
3
BALL & BURLAP TREE PLANTING WITH PERMEABLE PAVERS Scale: 1/2"=1'-0"
L 805 PLANTING DETAILS
6'
1'-5"
SURFACE MOUNTING PLATE WITH 27/16" MOUNTING HOLES AS PER MANUFACTURER
1A NO.X PAVING STONE
L806
3/8"x9" NON-CORROSIVE ANCHORS NO.X STONE AGGREGATE BASE
1B
L806
NO.57 STONE SUB BASE
MILENIO CONCRETE BENCH
COMPACTED SUB BASE
1A
MILENIO CONCRETE BENCH FRONT VIEW Scale: 1"=1'-0"
1'-5"
SURFACE MOUNTING PLATE WITH 27/16" MOUNTING HOLES AS PER MANUFACTURER
8"
4"
1'-5"
7"
SURFACE MOUNTING PLATE WITH 27/16" MOUNTING HOLES AS PER MANUFACTURER
2'-6"
NO.X PAVING STONE 3/8"x9" NON-CORROSIVE ANCHORS NO.X STONE AGGREGATE BASE
NO.57 STONE SUB BASE
NO.X PAVING STONE 3/8"x5" NON-CORROSIVE ANCHORS
COMPACTED SUB BASE
NO.X STONE AGGREGATE BASE NO.57 STONE SUB BASE COMPACTED SUB BASE
LANDSCAPE FORMS BIKE RACK
Scale: 1"=1'-0"
L806
1B
Scale: 1/2"=1'-0"
RECYCLING CAN ANCHOR DETAIL
3
5A
5 MILENIO CONCRETE BENCH FRONT VIEW
Zijie Ma
2'-6"
Cornell University Ithaca, NY
Scale: 2"=1'-0"
Olin Library Plaza
1
MILENIO CONCRETE BENCH PLAN VIEW
Scale: 3/4"=1'-0" REVISIONS
4"
1'-6"
8"
LIGHT POLE AND SURFACE MOUNTING PLATE
1-3/8"X6"MACHINED POST AS PER MANUFACTURER 5/8"X5-1/2" THREADED ROD AS PER MANUFACTURER
NO.X PAVING STONE 3/8"x5" NON-CORROSIVE ANCHORS
DWN 000
CHK 000
3"
CONCRETE FOOTER
SURFACE MOUNTING PLATE WITH 27/16" MOUNTING HOLES AS PER MANUFACTURER
1"
3'
2'-6"
SCHEDULE 80 1" PVC
D R A W I N G S C A L E : SPECIFIED 8"
1'
6"
1/2" CHAMFERED EDGE (4)J BOLTS
NO.X STONE AGGREGATE BASE NO.57 STONE SUB BASE
COMPACTED SUB BASE
COMPACTED SUB BASE
2
LIGHT FOOTING TYP Scale: 1/2"=1'-0"
4
RECYCLING CAN ANCHOR DETAIL Scale: 3/4"=1'-0"
5A
LANDSCAPE FORMS BIKE RACK Scale: 1/2"=1'-0"
L 806 FURNITURE DETAILS