20051225 Ver 2_Site Plan_20080123

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L"
A
3" BINDER
COURSE
6" NCDOT ABC
CRUSHED STONE SASE
COMPACTED SUBGRADE
SIfiUMNOUS CONCRETE WALKWAY
DETAIL A
NOT TO SCALE -
TREE AERATION -PIPE LO -CATION
DETAIL B
NOT TO SCALE
a
M
w
A
STEEL POST
- VVf3V£N W1RE FABRIC
.--WARNING SIGN
-0 WGE, UV RESIS'T'ANT
HIGH =- TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
MIN. 10 GA.
2" MIN. WIDTH C WIRES
x
0
i
N
SIDE vier
TREE DRIP LINE
50 IN DIAMETER
.OA J<
6" PERFORATED
CORRUGATED 'HDPE PIPE
SEE DETAIL H
. 3
CORNER of PIER'
BOYLA N.- AVE. ACCESSIBLE RAMP
DETAIL C
NOT TO SCALE -
Rte. PATE DRWN CHKD REMARKS
NO.
x
8' MAX.
�- WARNING SIGN
•E
40 "
MIN, 12-1/2 GA.
INTERMEDIATE
�RE5 (TYP . ) � � aE rc na+ AREA o Ni0
oo +wr Mm
-GRADE
`-
-GRADE
WA RNING SIGN DETAIL
NOTE: FOR TREE PROTECTION ONLY
%- ORANGE U RESlSTi4NT 3w, 1/
POLL BARR&FEWMGRC
(TYIP.) .
FRQNT- VI E1N
NOTES:
WARNING SIGNS TO BE MADE OF [3URABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH M1NfMUM, CLEARLY LEGIBLE AND SPED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXiMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON
CENTER THEREAFTER. FOR TREE
AREA.
PR4'tECTtON AREAS LESS THAN N� PoSPSR�D EF� �0����aN�TREE OTECTIONGFENCE THROUGHOUT
ATTACH SIGNS SECURELY TO FE
DURATION OF PROJECT.
ADDITIONAL SIGNS MAY 8E REQUIRED BY CITY OF RALEIGH INSPECTIONS
DEPARTMENT BASED ON ACTUAL FIELD
CONDITIONS. PLACE . A SIGN AT EACH END �F L4NEAR TREE PROTECTION
AND 50' ON CENTER THEREAFTER:
TREE PROTECTION
DETAIL D.
NOT TO SCALE -
LOOSENED TO
w
C
wN
1'
f
2�_4„ .
tlNIT SHnW SHADED
TO SHOW
1 12 ORIENTATION OF
.UNITS ON COURSE
ABOVE OR BELOW
THE COURSE SHOWN
-,
. = REINFORCED
. CONCRETE CORE
w O
to MASONARY UNIT PIN
o� p° °o ° HOLE
3» 29-492 2.,
:AST STONE CAP
4 ANCHOR PINS
SEGWNTAL UNIT BLOCKS
AS SPECIFIED
REINFORCED CONC.
CORE WITHIN
MASONARY . VOIDS
FINISH GRADE
EXTEND 2 COURSES
OF BLOCK BELOW
FINISH GRADE
- CONCRETE
AS SPECIFIED
-#4 0 12° E.W.
3' -6" SQUARE
SEGMENTAL UNIT COLUMN
DETAIL E
NOT TO SCALE —
NOTES:
1 ) COLUMN MADE USING 8" OR 4" 90' CORNER UNIT EACH
COARSE TO BE MADE OF .ALL RIGHT OR ALL LEFT HANDED
CORNER UNITS
2) USE THE FRONT PIN HOLE (CLOSEST TO UNIT .FACE) FOR
VERTICAL- ALIGNMENT OR USE CONSTRUCTION ADHESIVE TO
CONNECT UNITS AND COURSES.
DESIGNED B'Y:._.. JARVIS
DRAWN BY:. _- M. WALLEK
Camp Dresser & .ilil:cKee
SHEET C H W D BY: K. V1. Glemood Avenue, Suite 300
BUCKLEY :Raleigh, North Carolina 27612
CROSS CHKD BY. . Tel: [phone]
APPROVED BY: consulting • engineering constiruction • operations
DATE: _ OMBER 2€ 07
F
PROPOSED
FINISH GRADE
4 to 18"
DEED' PLANTI-I
TOPSOIL
FILTER FABRI
NCOOT 467M
STONE
C ISH•ED
NOTE.
SPACING DIMENSIONS
VARY SEE
PLANT LIST
60
..�.�.-
G
H
- - _ - ,-r%i , A I I` OVAL VERSEEO TOPSOIL
HERf3ALtVU� rt.►���r � trvv
DETAIL F
ROT To SCALE' -
SHRUB PLANTING
DETAIL G
NOT TO SCALE
CITY OF RALEIGH
NORTH CAROLINA
FRED J. FLETCHER PARK EXTENDED
DETENTION WETLAND CONSTRUCTION PLAN
.O
FINISH GRADE
PLANTING SOILS
UNDISTURBED SUBGRADE OR
COM PACTED SUBGRADE
BALL DIA.
PRUNE AS FIELD DIRECTED. BY
L AND SCAPE ARCHITECT. TO IMPROVE
APPEASE (RETAIN NORMAL
SHAPE) .
PLANT TOP OF . ROOTBALL .1- 2
ABOVE ABO'D'E SURROUNDING
GRADE
3A LAYER SHREDDED PINE BARK
MULCH DO NOT BURY STEMS FOR
'-DRUNK
EX ST1MG GRAS
.. � � TS AT OUTER EDGE OF ROOTBALL
ROB
LOOSENED TO
.
E NS URE PROPER DACKF1LL-T0-*~R00T
CONTACT
SLOPE SIDES. OF HOLE
BACwIL.L. AS PER
\
S-PECI•FICATION
o
- DO . NOT EXCAVATE BELOW
ROOTBALL.
-4
XF
L
........•.......
TO ATMOSPHERE)
CUT FLUSH SH WITH NOTES:
GRADE TREE ROOT AERATION SYSTEM
TO BE INSTALLED IN ALL
FILL AREAS WITHIN- DRIPLINE
OF TREE
DRIPLIN.E FOR OAK ON
GLENNWOOD AVE SHALL BE
PRESUMED TO BE 25
HORIZONTAL FEET FROM
TRUNK.
PROVIDE 4 INCHES PLANTING
SOIL FOR SEEDED AREAS
AND 18 INCHES PLANTING
SOIL FOR SHRUB PLANTINGS.
TMREE TIMES WIDTH OF ROOTBALL
DECIDUOUS TREE' PLA-,NTI.N-G
DETAIL
NOT TO SCALE
'RUNE AS FIELD
)I.RECTED BY LANDSCAPE
ARCHITECT TO IMPROVE
AP-P tARANCE (RETAIN
NORMAL TREE SHAPE)
TRUNK FLARE
JUNCTION: PLANT TREE
1-2*" ABOVE EXISTING
GRADE
3" LAYER SHREDDED PINE
BARK -MULCH TO TO
OUTER EDGE OF SAUCER
KEEP MULCH 2" FROM
TRUNK
EXISTING GRADE
CUT AND R " EMOVE BURLAP
FROM TOP 1 /3 OF
ROOD BA 1F
.NONBI:ODE-GRADABLE,
REMOVE COMPLETELY.
SLOPE SIDES OF HOLE
BACKFIL4. AS. PER
SPECIFICATION
'Do. - NOT ECAVA�.: BELC3W
3
RO =' 4
RN11,
Now
op
,. +.
r A
PROJECT NO. -6679- -5007-c
FILE NAME: CS-TDTOO 1. DW(
SHEET N.O.