PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
ITHACA, NY
COVER SHEET SURVEY DEMOLITION PLAN/ SITE PREPARATION LAYOUT PLAN GRADING PLAN BIOSWALE PLAN PLANTING PLAN LIGHTING/FURNISHING PLAN DETAILS DETAILS DETAILS
CORNELL UNIVERSITY
CORNELL UNIVERSITY ITHACA, NY
L001L101L201L301L401L501L502L601L701L702L703-
466 KENNEDY HALL ITHACA, NY 14853
G E N E R A L N O T E S:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1. CONTRACTOR SHALL BE FAMILIAR WITH ALL EXISTING AND PROPOSED SITE IMPROVEMENTS 2. CONTRACTOR SHALL BE FAMILIAR WITH THE LOCATION OF MECHANICAL EQUIPMENT AND UTILITIES, EXISTING OR PROPOSED, IN THE AREAS TO BE PLANTED OR CONSTRUCTED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL UTILITIES VIA DIGSAFE (811) PRIOR TO COMMENCING WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES OR EQUIPMENT, ABOVE OR UNDERGROUND.
5. IN THE EVENT OF PROPERTY DAMAGE, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE DAMAGED PROPERTY TO THE OWNER'S SATISFACTION. 6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER. 7. CONTRACTOR SHALL COORDINATE THEIR WORK AND THAT OF OTHER CONTRACTORS ON SITE. 8. NO PLANTING OR CONSTRUCTION SCHEDULE TO BE CONFIRMED WITHOUT APPROVAL OF OWNER'S REPRESENTATIVE.
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: 1" = 20'
COVER SHEET SHEET #
L001
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SHEET INDEX:
LANDSCAPE ARCHITECTURE
TOWER ROAD RECONSTRUCTION
TOWER ROAD RECONSTRUCTION SITE CONTACT LIMIT LINE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
LANDSCAPE ARCHITECTURE 466 KENNEDY HALL ITHACA, NY 14853
2+50
3+00
3+50
4+00
4+50
5+00
5+50
1"=20'
6+50
7+00
7+50
8+00
8+50
9+50
9+00
10+00
10+50
Tower Road Center 1"=20'
12+00 12+50
13+00
13+50
11+00
11+50
12+00
ITHACA, NY
2+00
CORNELL UNIVERSITY
1+50
Tower Road West
6+00
2
1+00
SURVEY NOTES:
KEY 1. SURVEY PROVIDED FOR INFORMATION REASONS ONLY. 2. CONTRACTOR IS REQUIRED TO VERIFY ACCURACY OF SURVEY BEFORE PROCEEDING WITH CONSTRUCTION 3. CONTRACTOR WILL INSTALL CONSTRUCTION FENCING ALONG EXTENT OF WORK LINE.CONSTRUCTION FENCING TO BE 8'-0" HIGH WITH10'-0" WIDE GATES.
HOTWATER
ELECTRIC STREET LIGHTS
TEMPORARY PARKING LOT FENCE
STEAM
STORM
MANHOLE
GAS
EXISTING LAMP
CHILLED WATER
CATCH BASIN
SANITARY
CONTRACT LIMIT LINE
TELECOM
LIGHT POLE
WATER
EXISTING TREE
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: 1" = 20'
SURVEY SHEET #
L101
Tower Road East 1"=20'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1
0+50
TOWER ROAD RECONSTRUCTION
0+00
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
LANDSCAPE ARCHITECTURE REMOVE CURB
REMOVE CURB
0+50
1+00
1+50
2+00
2+50
SAWCUT 4' INTO ROAD
3+50
4+00
4+50
5+00
REMOVE EXISTING STAIRS
REMOVE AND MOVE EXISTING STAIRS
1 701
Tower Road West 1"=20'
REMOVE CURB
REMOVE CURB
5+00
5+50
6+00
6+50
7+00
REMOVE CURB
7+50
8+50
8+00
9+00
9+50
10+00
10+50
11+00
REMOVE AND MOVE EXISTING STAIRS
2
Tower Road Center 1"=20'
REMOVE TEMPORARY GRAVEL PARKING AREA REMOVE SOIL FOR AREAS THAT WILL HOLD BIOSWALE
KEY STORM
SAWCUT AND REMOVE ASPHALT
PAVEMENT REMOVAL
MANHOLE
GRAVEL REMOVAL
CATCH BASIN
12+00
11+50
12+50
13+00
13+50
SOIL REMOVAL (42" COMPACTED SOIL)
REMOVE CURB CAP AND MOVE TO NEW CATCH BASIN LOCATION
CATCH BASIN PROTECTION TREE/LIGHT REMOVAL
CONTRACT LIMIT LINE
CURB REMOVAL CONSTRUCTION FENCELINE SILT FENCELINE
1 701
2 701
LIGHT POLE
EXISTING TREE
TREE PROTECTION FENCE
2 701
Tower Road East 1"=20'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3
DEMOLITION NOTES: -UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME CONTRACTOR'S PROPERTY. REMOVE FROM PROJECT SITE. ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN OWNER'S PROPERTY. REMOVE, CLEAN AND DELIVER TO STAGING AREA. -COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. -CONDUCT DEMOLITION WITHOUT DISRUPTING VEHICLE AND PEDESTRIAN USE OF THE SITE. -MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION -LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND CAP OFF UTILITY SERVICES TO BE DEMOLISHED AS NEEDED. -CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT TREES AND SITE IMPROVEMENTS. -PROTECT ADJACENT STRUCTURES FROM DAMAGE. -PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF PAVING OR OTHER SURFACES CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. -PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. -REDIRECT AND BRING BACK ON LINE ONLY UTILITIES OR SYSTEMS WITH THE MINIMUM AMOUNT OF DISRUPTION IN SERVICE.
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: 1" = 20' SITE CLEARING NOTES: -PROVIDE IN-GROUND TREE PROTECTION FENCE PRIOR TO START OF CONSTRUCTION. FENCING SHALL REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED. LOCATION TO BE APPROVED BY LANDSCAPE ARCHITECT. -DO NOT USE HEAVY EQUIPMENT OR CONDUCT ANY ACTIVITY THAT WILL CAUSE COMPACTION UNDER THE DRIP-LINE OF EXISTING TREES. -DO NOT STORE EQUIPMENT OR MATERIALS UNDER THE DRIP-LINE OF EXISTING TREES OR BEHIND PROTECTION FENCE. THE DRIP-LINE RADIUS EQUALS THE LENGTH OF THE LONGEST LIMB, PERPENDICULAR TO THE TRUNK. -WHEN ROOTS OF OVER 1" IN DIAMETER OR GREATER ARE EXPOSED, NOTIFY LANDSCAPE ARCHITECT PRIOR TO REMOVAL. -REMOVE VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS AS REQUIRED AND AS INDICATED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVAL INCLUDES DIGGING OUT AND OFF-SITE DISPOSAL OF STUMPS AND ROOTS. USE ONLY HAND METHODS FOR GRUBBING INSIDE DRIP-LINE OF TREES INDICATED TO REMAIN. -STRIP TOPSOIL TO WHATEVER DEPTHS ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER OBJECTIONABLE MATERIAL. REMOVE HEAVY GROWTHS OF GRASS OR OTHER PLANTS BEFORE STRIPPING. -WHERE EXISTING TREES ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL IN PLACE WITHIN DRIP-LINES TO PREVENT DAMAGE TO ROOT SYSTEM.
DEMOLITION PLAN SITE PREPARATION SHEET #
L201
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1
ITHACA, NY
CAP CATCH BASIN AND REPLACE AT MANHOLE COVER
CORNELL UNIVERSITY
REMOVE CURB
3+00
TOWER ROAD RECONSTRUCTION
0+00
466 KENNEDY HALL ITHACA, NY 14853
REMOVE CURB
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
LANDSCAPE ARCHITECTURE 466 KENNEDY HALL ITHACA, NY 14853
8 702
7 701
Tower Road West 1"=20'
6+50
6+00
5+50
7+00
7+50
8+50
8+00
9+00
9+50
10+00
10+50
11+00 11 702
10 702
12 703
2
Tower Road Center 1"=20'
KEY
CONTRACT LIMIT LINE BIKE LANE GRANITE CURB CROSSWALK BUS STOP
11+50
12+00
12+50
13+00
13+50
BUS SHELTER BENCH TRASH RECEPTACLE BIKE RACK BIOSWALE CENTERLINE LIGHT POLE EXISTING TREE
LAYOUT NOTES: -DIMENSIONS ARE TO FACE OF OR CENTERLINE OF UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. WRITTEN DIMENSIONS SUPERSEDE SCALED DISTANCES AND DIMENSIONS. -ALL LANDSCAPE ELEMENTS TO BE LOCATED AS INDICATED ON PLAN OR AS FIELD ADJUSTED BE THE LANDSCAPE ARCHITECT. -LANDSCAPE ARCHITECT TO VERIFY LAYOUT IN FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION. -BUILDING LAYOUT AND LOCATION IS FROM A SURVEY CONDUCTED BY CORNELL UNIVERSITY -THE CONTRACTOR IS TO VERIFY THE LOCATIONS OF ALL ON-SITE UTILITIES BEFORE COMMENCING WITH HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED UTILITIES. -CONTRACTORS ARE TO EXERCISE EXTREME CARE IN BACKFILLING AND COMPACTING AND EXCAVATING OR TRENCHING IN AREAS PREVIOUSLY COMPACTED
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: 1" = 20'
LAYOUT PLAN SHEET #
L301
Tower Road East 1"=20'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1
5 701
4 701
6 701
5+00
ITHACA, NY
3 701
4+50
CORNELL UNIVERSITY
2+00
1+50
1+00
TOWER ROAD RECONSTRUCTION
0+50
0+00
9 702
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
LANDSCAPE ARCHITECTURE 466 KENNEDY HALL ITHACA, NY 14853
7+50
8+00
8+50
9+00
9+50
10+00
10+50
11+00
Tower Road Center 1"=20'
GRADING & DRAINAGE NOTES:
11+50
12+00
12+50
13+00
13+50
PROPERTY ALIGNMENT, GRADING AND BUILDING ALIGNMENT IS BASED ON INFORMATION PROVIDED BY CORNELL UNIVERSITY. CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND UNSUITABLE MATERIAL GENERATED BY HIS OPERATIONS. KEEP WORK SPRINKLED TO PREVENT DUST. PROVIDE, ERECT AND MAINTAIN BARRICADES TO PROTECT THE GENERAL PUBLIC, WORKERS AND ADJOINING PROPERTY. SLOPE TRANSITION TO BE SMOOTH AND EVEN WITH NO ABRUPT CHANGES IN GRADE. SLOPE ALL SOIL AWAY FROM ROAD AT A MINIMUM OF 2%. THE CONTRACTOR SHALL VERIFY ALL ROUGH GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR A DECISION BEFORE PROCEEDING FURTHER WITH WORK. ALL GRAVEL, BROKEN GLASS, ASPHALT, WOOD AND CONCRETE `CHUNKS SHALL BE REMOVED FROM PLANTING AREAS DURING FINE GRADING PROCEDURES. FINE GRADING PROCEDURES SHALL INCLUDE EVENING OF GRADE AROUND ANY EXISTING UTILITY BOXES AND GRATES. THE CONTRACTOR SHALL PLACE AMENDED ON-SITE STOCKPILED OR IMPORTED TOPSOIL TO ACHIEVE THE FINISH GRADES SHOWN ON THE GRADING AND DRAINAGE PLAN TO WITHIN TWO TENTHS OF A FOOT. IMPORTED TOPSOIL TO BE 'PREMIUM TOP SOIL' BY AGWAY. THE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPED AREAS.
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
ITHACA, NY
7+00
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: 1" = 20'
GRADING PLAN SHEET #
L401
Tower Road East 1"=20'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
6+50
6+00
CORNELL UNIVERSITY
1"=20'
5+50
2
5+00
Tower Road West
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1
4+50
2+00
1+50
1+00
TOWER ROAD RECONSTRUCTION
0+50
0+00
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PAvi'HM' 8 CHgl 3
EUpu'G' 3
HEau 4
PAvi'HM' 8 CHgl 3
HEau 4
EUpu'G' 2
LANDSCAPE ARCHITECTURE 466 KENNEDY HALL ITHACA, NY 14853
PAvi'R' 3
EUpu'G' 2
EUpu'G' 3
PAvi'R' 3 1"=10'
ILve'WR' 2
3
SPpe'A' 3
ILve'WR' 2
PAvi'R' 3
PAvi'HM' 8 CHgl 3
HEau 4
ILve'WR' PAvi'R' 2 3
BIOSWALE EAST 1"=10'
CAca 2
CAca PAvi'HM' 8 2 CHgl 3
PAvi'R' 3 SPpe'A' 3
SPpe'A' ILve'WR' 3 2 PAvi'HM'
HEau 4
8 CHgl 3
PAvi'R' 3
1"=10'
HEau 4
PAvi'HM' 8 CHgl 3
EUpu'G' 2
PAvi'R' 3 ILve'WR' 1
HEau 4
PAvi'HM' 8 CHgl 3
PAvi'R' 3 SPpe'A' 3
HEau 4
SPpe'A' 3 PAvi'HM' HEau 8 4 CHgl CHgl 3 3
PAvi'R' 3
CAca 2
CAca 2
PAvi'R' 3 PAvi'CN' 8 PAvi'HM' 8 CHgl 3
SPpe'A' 3
BIOSWALE CENTER EAST EUpu'G' 2
4
PAvi'HM' 8 CHgl 3
PAvi'CN' 6
PAvi'R' 3
HEau 4 EUpu'G' 2
HEau 4
CAca 5
PAvi'R' 3 PAvi'CN' 7 HEau 4
PAvi'CN' 7 PAvi'HM' 8 CHgl 3
PAvi'R' 3
ILve'WR' 2 CAca 5
SPpe'A' 3 EUpu'G' 6
PAvi'R' 3 PAvi'CN' 7
ILve'WR' 2
SPpe'A' 3
PAvi'CN' 3
PLANTING NOTES: PLANTING SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS TYPE OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. THE PLANT COUNT IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE EVENT OF A DISCREPANCY, THE PLAN WILL GOVERN. LOCATION OF PLANT MATERIALS SHALL BE ADJUSTED TO SCREEN METERS, UTILITY STRUCTURES, ETC., YET TO ALLOW ACCESS AS REQUIRED. TOPSOIL TO BE 'PREMIUM TOP SOIL' BY AGWAY. 'PREMIUM TOP SOIL' BACKFILL MIX FOR SHRUBS AND TREES TO BE 50% TOPSOIL, 50% NATIVE SOIL. BACKFILL MIX AT PLANTS WITH ACID REQUIREMENTS TO BE 50% IMPORTED TOPSOIL, 50% SPHAGNUM PEAT MOSS. EXCESSIVELY CLAY SOILS ARE TO BE REMOVED FROM SITE. LAWN AREA: PLACE 8" OF CLEAN RIVER SAND. SPREAD 4" OF TOPSOIL CULTIVATE 6" SAND REMOVING ALL ROCKS TO 2" DIA. PULL BY THE ROOTS ALL EXISTING WEEDS AND REMOVE FROM SITE. HYDROSEED DISTURBED AREAS NOT PLANTED IN SHRUBS OR GROUND COVERS. THE CONTRACTOR SHALL GUARANTEE PLANTED STOCK FOR A 60-DAY MAINTENANCE PERIOD AFTER FINAL ACCEPTANCE BY THE OWNER.
PLANTING KEY ON PG. L502
HEau 4 EUpu'G' 1
PAvi'CN' 8
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: 1" = 20'
BIOSWALE PLAN SHEET #
L501
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
EUpu'G' 6
SPpe'A' 3 HEau 4
PAvi'HM' 8 CHgl 3
HEau 4
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
2
BIOSWALE CENTER WEST
PAvi'CN' 3 PAvi'HM' CAca 8 3 CHgl 3
ITHACA, NY
ILve'WR' SPpe'A' 2 3 EUpu'G' PAvi'HM' HEau 2 8 4 CHgl 3
CORNELL UNIVERSITY
1"=10'
PAvi'CN' 6
TOWER ROAD RECONSTRUCTION
1
SPpe'A' 3
BIOSWALE WEST
PAvi'R' 3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
0+50
0+00
PAvi'HM' 8 CHgl 3
EUpu'G' 3
SPpe'A' 3
PAvi'R' 3
PAvi'CN' 6
ILve'WR' 2
HEau 4
SPpe'A' 3
PAvi'HM' 8 CHgl 3
PAvi'R' 3
HEau 4
4+50
2+00
1+50
1+00 EUpu'G' 2
PAvi'HM' EUpu'G' 8 CHgl 2 3
EUpu'G' 2
SPpe'A' 3
PAvi'CN' 3
PAvi'R' 3
PAvi'CN' 6
ILve'WR' 2
HEau 4
EUpu'G' 3
CAca 3
PAvi'HM' 8 CHgl 3
PAvi'R' 3
SPpe'A' 3
5+00 PAvi'HM' 8 CHgl 3
HEau 4
PAvi'R' 3
PAvi'CN' 8
HEau 4 EUpu'G' 2
SPpe'A' 3
LANDSCAPE ARCHITECTURE 466 KENNEDY HALL ITHACA, NY 14853
ILve'WR' 2
1
ILve'WR' 4
1"=20'
CAca 2
EUpu'G' 6
CAca 2
PAvi'CN' 7
SPpe'A' 3
6+50
6+00
5+50
ILve'WR' 2
SPpe'A' 3
PAvi'HM' 8 CHgl 3
7+00
PAvi'R' 3
SPpe'A' 3
PAvi'R' 3
8+50
8+00
PAvi'HM' 8 CHgl 3
HEau 4
PAvi'CN' 7
HEau 4
PAvi'HM' 8 CHgl 3
PAvi'R' 3 ILve'WR' 2
HEau 4
CAca 5
SPpe'A' 3
PAvi'HM' 8 CHgl 3
PAvi'R' 3
PAvi'HM' 8 EUpu'G' CHgl 2 3
HEau 4 EUpu'G' 1
PAvi'R' 3
PAvi'CN' 8
ILve'WR' 2
Tower Road Center
2
1"=20'
SPpe'A' 3
12+50
13+00
EUpu'G' 6
CAca 2
EUpu'G' 6
12+00
PAvi'CN' 3
ILve'WR' 2
ILve'WR' 3
Tower Road East 1"=20'
PLANTING NOTES: PLANTING SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS TYPE OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. THE PLANT COUNT IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE EVENT OF A DISCREPANCY, THE PLAN WILL GOVERN. LOCATION OF PLANT MATERIALS SHALL BE ADJUSTED TO SCREEN METERS, UTILITY STRUCTURES, ETC., YET TO ALLOW ACCESS AS REQUIRED. TOPSOIL TO BE 'PREMIUM TOP SOIL' BY AGWAY. 'PREMIUM TOP SOIL' BACKFILL MIX FOR SHRUBS AND TREES TO BE 50% TOPSOIL, 50% NATIVE SOIL. BACKFILL MIX AT PLANTS WITH ACID REQUIREMENTS TO BE 50% IMPORTED TOPSOIL, 50% SPHAGNUM PEAT MOSS. EXCESSIVELY CLAY SOILS ARE TO BE REMOVED FROM SITE. LAWN AREA: PLACE 8" OF CLEAN RIVER SAND. SPREAD 4" OF TOPSOIL CULTIVATE 6" SAND REMOVING ALL ROCKS TO 2" DIA. PULL BY THE ROOTS ALL EXISTING WEEDS AND REMOVE FROM SITE. HYDROSEED DISTURBED AREAS NOT PLANTED IN SHRUBS OR GROUND COVERS. THE CONTRACTOR SHALL GUARANTEE PLANTED STOCK FOR A 60-DAY MAINTENANCE PERIOD AFTER FINAL ACCEPTANCE BY THE OWNER.
CAca 2
SPpe'A' 3
PAvi'HM' 8 CAca CHgl 2 3
PAvi'R' 3
PAvi'HM' 8 CHgl 3
HEau EUpu'G' 4 2
PAvi'R' 3 ILve'WR' 2
HEau 4
PAvi'R' 3
PAvi'HM' HEau 8 4 CHgl 3
SPpe'A' 3
PAvi'HM' 17 CHgl 3
PAvi'R' 3
11+00 HEau 4
PAvi'R' 3
CHgl 3
HEau 4
CAca 5
PAvi'CN' 7
SPpe'A' 3 ILve'WR' 2
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: 1" = 20'
PLANTING PLAN SHEET #
L502 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3
HEau 4
10+50
10+00
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
11+50
11+00
9+50
9+00
ILve'WR' 3
ILve'WR' 2
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
7+50
ITHACA, NY
Tower Road West
ILve'WR' 2
CORNELL UNIVERSITY
ILve'WR' 2
TOWER ROAD RECONSTRUCTION
ILve'WR' 3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
B6 B7
HOMERUNS TO BRADFIELD HALL
B8 B9 T3
LANDSCAPE ARCHITECTURE 466 KENNEDY HALL ITHACA, NY 14853
14 703
T1
LT3
LT2
LT5 T2 B4 B3 P1 LT4
R1
1"=20'
6+50
6+00
7+00
LT7 T4
7+50
8+50
8+00
LT9
LT8
9+50
9+00
LT10
LT12
T5
Tower Road Center
B12
NOTES:
LEGEND:
1"=20'
11+00
LT11
B11
B10
10+50
10+00
LUMINAIRE PHOTO CELL P1
-ALL LIGHTS PROVIDED BY HANOVER/PHILLIPS -ALL WIRING TO BE PERFORMED BY LICENSED ELECTRICIAN -ALL CONDUIT TO BE INSTALLED SUCH THAT IT MAY NOT BE EXPOSED
LIGHTING SCHEDULE 11+50
12+00
12+50
13+00
13+50
17 704
NO. LT 1-14 LT 1-14
MODEL BATTERY PARK-3833 POSTS, 782
SPIKES (S)
FINISH BLK
LENS (Q)
SOCKET (L)
WATTAGE LED
VOLTAGE (E) 120V
OPTIC (N)
-
BLK
-
-
-
-
-
R2
T6
LT13
B14
Tower Road East
QUANTITY
NO.
DESCRIPTION
B1-14
DUO BENCH
14 FORMS+SURFACES
T1-6
URBAN RENAISSANCE LITTER AND RECYCLING BIN BAY CITY BIKE RACK
6 FORMS+SURFACES
R1-2
MANUFACTURER
12 FORMS+SURFACES
1"=20'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
13 703
MODEL SBDUO-72PJ
WIDTH
SKBAY
2'-2 1/2"
NO. 1 2 3 4 5 6 7
DRAWING SCALE: 1" = 20'
HEIGHT
6'-0 1/8" 1'-5 13/16"
SLURB-45SS 2'-4 5/16"
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
FURNITURE SCHEDULING
LT14 B13
DETAIL
3'-11 3/8"
DEPTH FINISH WEIGHT 1'-5"
FOG
141.0 LBS
-
BLK
111.3 LBS (45 GAL)
2'-0 1/2" 0'-4 7/8" SLATE
17 LBS
DETAIL 14 703
15 703
LIGHTING/ FURNISHING PLAN SHEET #
16 703
L601
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
B5
Tower Road West
5+50
2
LT6
ITHACA, NY
16 703
B2
1
5+00
CORNELL UNIVERSITY
15 703
B1 LT1
4+50
2+00
1+50
1+00
TOWER ROAD RECONSTRUCTION
0+50
0+00
13 703
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
96"
8"
10"
72" STANDING BASE TO BE PLACED AT EACH POST ON A LEVEL SURFACE
18"
1A
SILT_FENCE_SECTION
1B
SCALE_1"=1'
CHAIN_LINK_FENCE_SECTION
SILT_FENCE_ELEVATION
2A
SCALE_1"=1'
CONSTRUCTION_FENCE_SECTION SCALE_1/2"=1'
CHAIN_LINK_FENCE_SECTION
2B
CONST_FENCE_ELEV SCALE_1/2"=1'
FROM HWY STANDARD CONSTRUCTION DETAILS, NYSDOT
NYSDOT TYPE 7 TOP COURSE NYSDOT TYPE 3 BINDER COURSE
TACK COAT
112"
7" WAUSUA PRESSED CONCRETE PLANKPAVERS; 6" X 36"
3" NO. 2 STONE
TYPE 1 NYSDOT ASPHALT BASE NO. 2 CRUSHED STONE
3
SCALE_2"=1'
ON COMPACTED EARTH SUB-BASE
2" MINIMUM
COMPACTED SUB-BASE
COMPACTED SUBGRADE
ASPHALT_PAVEMENT
8"
ASPHALT MASTIC
4" 8"
1' 0"
18" MINIMUM
4
PLANKPAVERS_ON_ASPHALT_BASE
5
SCALE_1"=1'
72"
1" 2
1 2"
NOTES: 1. EXPANSION JOINTS SHALL BE AT A MAXIMUM SPACING OF 24 FEET 2. THE EXPANSION JOINTS OF THE CURB FACING SHALL LINE UP WITH THE EXPANSION JOINTS OF THE CONCRETE SIDEWALKS, WHEREVER POSSIBLE 3. SURFACE TO BE CLEANED AND PAINTED AS PER NYSDOT STANDARD HIGHWAY SPECIFICATIONS
GRANITE_CURB SCALE_1/4"=1'
EXPANSION JOINT
4000 PSI CONCRETE, 6X6 WWM, ON CHAIRS
6' X 6' 4000 PSI CONCRETE PAVERS
36" 4" No 2 STONE GRANULAR BASE
1 2"
WIDTH JOINT SEALANT PREVENT BOND USED FOR THIN, LIGHTLY LOADED SLABS- UP TO 4" THICKNESS
8" COMPACTED SUB-BASE
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
6' X 3' 4000 PSI CONCRETE PAVERS
72"
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
DRAWING SCALE: VARIES
72"
DETAILS SCALE_1/4"=1'
7A
SIDEWALK_PLAN SCALE_1/2"=1'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
6
MEDIUM_DUTY_CONCRETE
7B
CONCRETE_EXPANSION_JOINT SCALE_3"=1'
SHEET #
L701
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SEPARATION FABRIC
ITHACA, NY
EMBED GEOTEXTILE A MINIMUM OF 8" IN THE GROUND VERTICALLY, BACKFILL AND COMPACT SOIL
FLOW
466 KENNEDY HALL ITHACA, NY 14853
NOTE: FULL EXTENT OF FENCELINE SHOULD BE COVERED BY A DRY TOP GREEN TARP
UNDISTURBED GROUND
GEOTEXTILE
18"
LANDSCAPE ARCHITECTURE
CORNELL UNIVERSITY
72" MAXIMUM
36' MINIMUM STAKE LENGTH
SILT FILM 18" MIN.
TOWER ROAD RECONSTRUCTION
WOODEN STAKE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3" WAUSAU MUNICH I PAVERS 1 2"
EXPANSION JOINT AND SEALANT BETWEEN CONCRETE AND GRANITE CURB
1" SAND SETTING BED
PITCH 10% MAX
4000 PSI CONCRETE NO. 4 REBAR 12 O.C. BOTH WAYS 1" RADIUS WEEPS 3' O.C.
ASPHALT SHIM
MEDIUM DUTY CONCRETE SIDEWALK
24" 66" 2% MAX SLOPE
FILTER FABRIC
DETECTABLE WARNING 2' X 2' GRANITE TILES
12-16" NO. 2 STONE COMPACT SUBGRADE TO 95%
96"
DROP_KERB_PLAN
9B
SCALE_3/4"=1'
9C
SCALE_1"=1'
NOTES: 1. MAX 3%-5% SLOPE 2. UNIT PAVERS FOR RAISED CROSSWALK: WAUSAU MUNICH I PAVER, PINWHEEL PATTERN COLOR: BROWN-BLACK 3. SHIM ASPHALT SHALL BE TYPE 7 NYSDOT
NOTES: 1. UNIT PAVERS FOR RAISED CROSSWALK: WAUSAU MUNICH I PAVERS; COLOR: BROWN-BLACK 2. UNIT PAVERS TO BE LAID IN PINWHEEL PATTERN AS SHOWN
RAISED_CROSSWALK_TO_SIDEWALK SCALE_1"=1'
UNIT PAVERS W/ SAND SWEPT JOINTS 1" SAND SETTING BED OVER GEOTECH 6" STEEL-REINFORCED 4000 PSI CONCRETE, #4 REBAR 12" O.C. BOTH WAYS 1" RADIUS VERT. WEEPS, 3" O.C.
1% SLOPE EXISTING ASPHALT W/ 2" MILLED AWAY TACK COAT
18" NO. 2 STONE
NEW ASPHALT SHIM
16" GRANITE CURB, TOP FLUSH WITH SHIM AND PAVERS 1% SLOPE
GRANITE CURB
COMPACTED SUBBASE
9D
CONCRETE SLURRY BED
RAISED_CROSSWALK_SECTION SCALE_3/4"=1'
UNIT PAVERS
4" THICK BARK MULCH
7"
9A
5"
9' 3"
PLANTING SOIL MIX
ROOT BALL SET 3' IN HOLE HOLE WIDTH SHOULD BE 3 TIMES DEPTH OF BALL
PLANTING SOIL MIX
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
DRAWING SCALE: VARIES SUB-BASE
4" THICK MULCH LAYER TOP OF BANK SUB-BASE
5" 3' MINIMUM
3' MINIMUM
RAISED_CROSSWALK_PLAN
DETAILS
SCALE_1/4"=1'
10
BIOSWALE_AND_TREE_PLANTING_SECTION SCALE_1/4"=1' PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
6"
TOWER ROAD ASPHALT CONCRETE CURB BIOSWALE SOIL
BASE COURSE 9' WIDE CONCRETE SIDEWALK CU STRUCTURAL SOIL
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
11
TREE_PLANTING SCALE_1/4"=1'
SHEET #
L702
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
8
RAISED_CROSSWALK_MATERIALS
ITHACA, NY
6"
466 KENNEDY HALL ITHACA, NY 14853
CORNELL UNIVERSITY
72"
LANDSCAPE ARCHITECTURE
GRANITE CURB
12"
TOWER ROAD RECONSTRUCTION
12"
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
LANDSCAPE ARCHITECTURE
12"
(4) 12" X 3" MASONRY SCREWS
1 14 " O.D. S.S. PIPE
466 KENNEDY HALL ITHACA, NY 14853
TRENCH DRAIN
VERTICAL POST TEE JOINT WELD COATED DOWEL
NO. 2 STONE GRANULAR FILL
12B
4000 PSI CONCRETE FOOTER #4 REBAR 12" O.C. BOTH WAYS
HANDRAIL_SURFACE_MOUNT
1 2"
USED FOR SLABS OF 5" AND GREATER THICKNESS. FREE END OF DOWELS TO BE COATED WITH NONBINDING AGENT
SCALE_2"=1'
38"
12" 4"
6" 4"
1 4"-1'
8"
WASH ON TREAD
6" 6 38" TRENCH DRAIN
36"
12"
12C
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SCALE_1/4"=1'
12D
EXPANSION_JOINT_W/_DOWEL SCALE_1/4"=1'
CONCRETE_STAIRS_AND_RAIL SCALE_1/4"=1'
24"
12 12"
72.1"
7"-12" DIA. BOLT CIRCLE 17.8"
8"
CORNER BRACKET W/ 38" S.S. SCREW AND WASHER
1 12" CHAMFER EDGE 18.3"
(4) 34" DIA. x 19" LONG GALVANIZED STEEL ANCHOR BOLTS ARRANGED PER MANUFACTURER INSTRUCTIONS
72"
13B
SCH. 80; 1" PVC ELECTRICAL CONDUIT
LIGHTPOST_BOLT_CIRCLE
14
SCALE_1"=1'
DUOBENCH SCALE_3/4"=1'
17"
28.3"
28.3" DIAMETER
5"
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
24.6" 47.4"
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
MOUNTING HOLES
DRAWING SCALE: VARIES
3" 26.7"
SCALE_1/4"=1'
15
MIXED_TRASH_AND_RECYCLING_RECEPTACLE SCALE_3/4"=1'
16
BIKE_RACK SCALE_1"=1'
SHEET #
L703 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
13A
LIGHTPOST_FOOTER
DETAILS
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
12A
TRENCH_DRAIN_AT_TOP_OF_STAIR
ITHACA, NY
1 4"
1"x1" REVEAL
WASH ON TREAD
CORNELL UNIVERSITY
1 4"-1'
3"
x 12" DOWEL
TOWER ROAD RECONSTRUCTION
1 2"
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
LANDSCAPE ARCHITECTURE
BENCH AND BACKREST
466 KENNEDY HALL ITHACA, NY 14853
1 101
127"
57"
1% CROSS-PITCH
24"
TCAT BUS SHELTER COLOR AND FINISH TO BE SELECTED FROM AVAILABLE OPTIONS
3"
10"
BUS_SHELTER_PLAN_VIEW SCALE_1/2"=1'
17B
BUS_SHELTER_SECTION SCALE_3/4"=1'
6"
4" CONCRETE EXP. BOLTS
6"
0.3750
DATE 2.7.13 2.14.13 2.21.13 3.14.13 4.4.13 4.18.13 4.30.13
MANUFACTURED BASE PLATE
ISSUES & REVISIONS SCHEMATIC DESIGN DEMOLITION PLAN LAYOUT PLAN INTERIM REVIEW DETAIL REVIEW LIGHTING PLAN FINAL REVIEW
NO. 1 2 3 4 5 6 7
DRAWN BY: SPENSER GRUENENFELDER LA 3180: SITE CONSTRUCTION PROFESSOR PETER TROWBRIDGE
SCALE_1"=1'
17D
BUS_SHELTER_ANCHOR_SECTION
DRAWING SCALE: 1" = 20'
SCALE_1"=1'
DETAILS SHEET #
L703 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
17C
BUS_SHELTER_ANCHOR_PLAN
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
17A
BUS_SHELTER_PLAN_VIEW
ITHACA, NY
73"
85 34" CLEAR HEIGHT
CORNELL UNIVERSITY
MEDIUM DUTY CONCRETE PAD
TOWER ROAD RECONSTRUCTION
111"
8"