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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"


Tower Road Reconstruction