HomeMy WebLinkAboutl5011
2
3
4
5
6
7
8
9
10
20.0°'
l
TRIANGULAR
STAKING
PATTERN
180.0°'
OPPOSING
STAKING
PATTERN
/- 3X WIDTH OF ROOT BALL
TREE PLANTING
Scale: 1/4"=1'-0"
NOTES:
1. DECOMPACT AREAS IF EXPOSED TO
HEAVY TRUCK EQUIPMENT
Il, VI\f.\J�•
LAWN RESTORATION
Scale: 1"=V-0"
NOTES:
1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS.
WIDTH AS SHOWN ON PLAN
MARK NORTH SIDE OF TREE IN NURSERY, AND
PLACE TREE TO FACE NORTH AT THE SITE
WHENEVER POSSIBLE
TREE STAKING. 2" X 2" HARDWOOD STAKES
DRIVEN MIN 18" FIRMLY INTO SUBGRADE PRIOR
TO BACKFILLING
PLANT SHALL BE SET AT OR SLIGHTLY ABOVE
THE ESTABLISHED FINISH GRADE
4" SPECIFIED SHREDDED BARK MULCH. DO
NOT PLACE MULCH IN CONTACT WITH TRUNK.
UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF
ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE.
CUT WIRE BASKETS AND REMOVE.
LAY SOD WITH JOINTS STAGGERED
ADJACENT SOD, SEE DETAIL
SPECIFIED PLANTING MIX. FILL HALF WAY,
WATER AND TAMP TO REMOVE AIR POCKETS,
COMPLETE FILL AND WATER, TAMP SOIL
AROUND ROOT BALL BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOT BALL DOES NOT
SHIFT.
SCARIFY SIDES AND BOTTOM OF TREE PIT TO
PREVENT GLAZING OF SUBGRADE. SET TREE
DIRECTLY ON SUBGRADE TO PREVENT
SETTLING.
LAWN SEED
OR HYDROSEED
PLACE EROSION CONTROL
BLANKET ON SLOPES
GREATER THAN 1V:3H
TURF SOIL MIX
SCARIFY SUB -GRADE
PRIOR TO BACKFILLING
UNDISTURBED AND/OR
COMPACTED SUBGRADE
WIDTH AS SHOWN ON PLAN
CONCRETE BROOM FINISH {TYP}
Scale: 3/4"=1'-0"
MEDIUM BROOM FINISH.DIRECTION
OF BROOM FINISH SHALL BE
PERPENDICULAR TO PATH OF
TRAVEL AND CONSISTENT ACROSS
ALL POURS
SAWCUT CONTROL JOINTS OR
EXPANSION JOINTS
NOTES:
1. ALL PLANT MATERIAL TO BE INSECT AND
DISEASE FREE PER DESIGN STANDARDS.
2. DO NOT PRUNE THE TREE UNLESS DIRECTED
BY THE LANDSCAPE ARCHITECT.
3. STAKE TREES ONLY UPON THE APPROVAL OF
THE LANDSCAPE ARCHITECT.
4. WRAP TREE TRUNKS WITH DEER PROTECTION
MESH ONLY UPON APPROVAL OF THE
LANDSCAPE ARCHITECT.
NOTES:
1. PLANT AT SAME DEPTH AS PREVIOUSLY
PLANTED IN NURSERY OR CONTAINER
2. PROVIDE COMPACTED BASE UNDER ROOT
BALL ONLY TO PREVENT SETTLING
SHRUB PLANTING
Scale: 1/4"=1'-0"
NOTES:
1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS.
2. OVERLAP MESH SHEETS 1'-0" MIN.
CONTROL JOINT - SAWCUT a DEPTH
OF SLAB THICKNESS. TRIM EVERY
OTHER WIRE AT CONTROL JOINTS
0o
UNTIE AND ROLL BACK BURLAP
FROM MIN. 1/3 OF ROOT BALL.
SYNTHETIC WRAP IS
UNACCEPTABLE. CUT WIRE
BASKETS AND REMOVE.
SHREDDED BARK MULCH,
EXTENT OF BEDLINE:
• 4" (100mm) FOR SHRUBS
• 3" (75mm) FOR PERENNIALS
AND BULBS
SPECIFIED PLANTING MIX
SPADED BED EDGE
COMPACTED BASE
SJ
{SAWCUT
JOINT
I I
EJ
{EXPANSION
JOINT}
CONCRETE JOINTS (TYP)
Scale: 1"=1'-0"
1/2" EXPANSION JOINT (EJ) FILLER
STRIP AND JOINT SEALANT
1/2" DIA. X 18" EPDXY COATED
SMOOTH W/ PLASTIC SLEEVE
AT 18" O.C.
COMPACTED TYPE 2
SUBBASE, NYSDOT ITEM
#304.12 (LEDGEROCK)
O
c
8'-6"
CURB
4" WHITE
STRIPE
8'-6"
4"
4"
4"
PARKING SPACE LAYOUT - CORNELL STANDARD
Scale: 1/4"=I-0"
NOTES:
1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.
GRANITE CURB
Scale: 1"=1'-0"
III -III -III -I I 1 -III -
1, -0"
ADJACENT PAVING
ADJACENT PAVEMENT OR LANDSCAPE
GRANITE CURB 1/2" BATTERED FACE, 6" DOWN
FROM SAWN TOP.
DRY MIX UNIFORM PILES AT EACH END AND ON
3 -FOOT CENTERS BENEATH CURB FOR FULL
LENGTH OF CURB.
CONCRETE BACKING FULL LENGTH OF CURB.
FORCE CONCRETE THROUGH BACK OF
JOINTS. GROUT FRONT AND TOP OF JOINTS
FLUSH WITH MORTAR MIX.
NOTES:
1. SEE PLANS FOR SAWCUT JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII, SEE DETAIL L501 -A5
FOR JOINT DETAILS.
2. CONCRETE TO HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6% AIR ENTRAINMENT(+/- 1%), MAX.
W/C+=0.40.
3. USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST ED,
4. AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETE
CONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETE
SURFACE AND BE SUSPENDED ABOVE.
5. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES.
6. WELDED WIRE MESH MUST BE SET ON CHAIRS, PULLING WIRE MESH UP FROM SUB BASE WHEN PLACING
CONCRETE IS NOT PERMITTED
FIBERMESH REINFORCEMENT
THROUGHOUT PAVEMENT
8" COMPACTED TYPE 2 SUBBASE,
NYSDOT ITEM #304.12 (LEDGEROCK)
COMPACTED SUBGRADE
MEDIUM DUTY CONCRETE (CORNELL STANDARD)
Scale: 1"=1'-0"
NOTES:
1. REMOVED AND STOCKPILED SIGNS CAN BE
RE -USED, CONTRACTOR SHALL PROVIDE ALL
NEW ADDITIONAL SIGNS NEEDED TO MEET
CODE REQUIREMENTS.
2. ALL POSTS AND MOUNTING HARDWARE
SHALL BE GALVANIZED WITH TAMPER
RESISTANT BOLTS, LENGTH AS NECESSARY.
TRAFFIC BLUE
PAINT
TRAFFIC WHITE
PAINT
ADA PAVEMENT MARKING
2' (TYP
24" (TYP)-f
ADA PAVEMENT MARKINGS AND SIGNAGE
45 (TYP)
ADA SIGN TYPE A AND
B POST MOUNTED
CENTERED ON
PARKING SPACE
CURB FACE
TRAFFIC WHITE
4" WIDE PAINT
LINE, TYP.
INTERNATIONAL
TRAFFIC SYMBOL
TYPE A TYPE B
+114
2)ARKING
ANY
TIME
4-♦
12"
2" SQUARE BOX
ALUMINUM POST WITH
WELDED CAP AND
BREAKAWAY BASE
ADJACENT PAVEMENT
2500 PSI CONC,
SONO TUBE
Scale:NTS
LANDING
SERVICE CURB RAMP
Scale: 1/4"=1'-0"
1:12 MAX.
00000000000000000 00000000
4000000040 °000000
4000000000044000000004 400000000
4444444444.444444444
0000000000000004000000000
°°°°°08o888a888t000000000
444044 44444440444444444
ADA DETECTABLE
WARNING PLAT
FLUSH CURB
NOTES:
1. TAMP EDGES OF PAVEMENT DURING INSTALLATION. 4" MIN, OVERHANG BELOW EACH MATERIAL REQUIRED.
6" PREFERRED,
2. JOINT ADHESIVE SHALL BE USED AT ALL JOINTS AS PER NYSDOT SECTION 402-3.06.
1-1/2" COMPACTED NYSDOT SUPERPAVE
9.5MM TOP COURSE
3" COMPACTED NYSDOT SUPERPAVE 19MM
BINDER COURSE
TAMP EDGES - FILL & FEATHER TO MEET
EXISTING GRADE
FABRIC TO WRAP 12" UNDER ASPHALT BINDER
COURSE
NOTES:
1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS
2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.
9" COMPACTED TYPE 2 SUBBASE, NYSDOT
ITEM #304.12 (LEDGEROCK)
TYPE 4 SUBBASE, NYSDOT ITEM 304.14 OR
APPROVED ASPHALT MILLINGS MAY BE USED
IN BOTTOM LIFT AND SHALL NOT EXCEED 3" IN
THICKNESS
SEPARATION FABRIC: MIRAFI 500X OR
EQUIVALENT
COMPACTED SUBGRADE
MEDIUM DUTY ASPHALT PAVEMENT (CORNELL STANDARD)
Scale: 1" = 1'-0"
C
6' TYP.
ORAS SHOWN
6' TYP.
6' TYP.-\
6' TYP.
ISOMETRIC VIEW
N.T.S.
DETECTABLE WARNINGS - SEE SPECS.
PITCH 1:12
G 4
4
4 4
O0O 0Q 00O0 0 K.) 0 0 (
0)0°000000 0 0
0 0
°°0
0 0 0 0_
° 0
4
PITCH 1:V
4
/ 6'-0" TYP
PLAN
6'-0" TYP
ORAS SHOWN
ADA CURB RAMP - TYPE A
6'-0"
Scale: 1/4"=1'-0"
NOTES:
1. TAMP EDGES OF PAVEMENT DURING INSTALLATION. 4" MIN. OVERHANG BELOW EACH MATERIAL REQUIRED.
6" PREFERRED.
2. JOINT ADHESIVE SHALL BE USED AT ALL JOINTS AS PER NYSDOT SECTION 402-3.06.
1 2" COMPACTED NYSDOT
SUPERPAVE 9,5MM TOP COURSE
TACK COAT PER NYSDOT 402-3.06
4.5" COMPACTED NYSDOT
SUPERPAVE 19MM BINDER COURSE
4" MIN. TOP SOIL
FABRIC TO WRAP 12" UNDER ASPHALT
BINDER COURSE
15" COMPACTED TYPE 2 SUBBASE,
NYSDOT ITEM #304.12 (LEDGEROCK)
SEPARATION FABRIC
TYPE 4 SUBBASE, NYSDOT ITEM
304.14 OR APPROVED ASPHALT
MILLINGS MAY BE USED IN BOTTOM
LIFT AND SHALL NOT EXCEED 3" IN
THICKNESS
COMPACTED SUBGRADE
HEAVY DUTY ASPHALT PAVEMENT (CORNELL STANDARD)
Scale: 1" =1'-0"
Chiang O'Brien
ARCHITECTS
LANDSCAPE ARCHITECTS
1001 W. Seneca St., Ste. 201 Ithaca, NY 14850
607.277.1400
95% Construction Documents Review
a)
•
0
is
1-0u_0
au
if) c
N �
y
2 � N
c??
o) a co
E N-c°O
E
D
t
DATE:
14 December 2018
PROJECT:
17022
OTHER:
DRAWN BY:
MLO
LANDSCAPE
DRAWINGS
SITE
DETAILS
L501
1
2
3
4
5
6
7
8
9
10