HomeMy WebLinkAbout2273-04r. -
C
ill ME TANK _
WNTRACTOR TO SUBW SHS DRAWS TO
LANDSCAPE ARCHITECT FOR APPRCNAL
i
6
W
U
Q
3'W-5'H.EXISTINt3 TUBULA
�r-
i
r
r
•
r
r ,
s
r
r
r
r
S
EXISTING WOOD FENCE
iJ • _
r
:. ►
r
r
r
r
'IEUND
N
r �
r
r
r
r
r
METAL .FE CE • i")
—
-
s
r
Jr
W
-
r
w
•
r
r
�
�
�
r
r-
Z
•
r
ipRAIK LAZE AT
v
-
r
r
Q
L1.J
:OA COLO JoMIT; TYR
r
r
•
r
r ,
s
r
r
r
r
S
EXISTING WOOD FENCE
iJ • _
r
:. ►
r
r
r
r
'IEUND
N
r �
r
r
r
r
r
METAL .FE CE • i")
Z
.
Or
r
�
W
-
r
w
2f ftym
-
-
r
r
F -
-
r
r
Z
•
r
ipRAIK LAZE AT
v
EDGE oto PAVEMM
Q
L1.J
:OA COLO JoMIT; TYR
:= •
w
N
oc
•
X= JUW
NOTES
�M� �
Z. fpnF o "fof 1) of 4+�lN.- r.►J�T�N"4fL'3 �
-5, (,���pfa �e 1! Vff11O'{ /&I. PIMEµslolJs IN
A*V WH vrr(�7Nt
4. FZQHiv�ssPEr -Gr �-fi'�n� ems,rs.)
fol t..oC�ioN� iNs'%P'fioiJ �quit�MEt1rS
G� L Ppl► 'iLD 04hNIrMEI%Ii
Pores for ZxpQssd Finish Concrete: �nst�ctson nt \__/ �_ _ ` •► ` ` \� /r METAL GA
Unless otherwise indicated or specified construct 1. Locate and install construction joints, only -� -
formwork for exposed concrete surfaces with plas- within the limits permitted in the Drawings. 11 "�--
tic coated plywood, metal, metal -framed plywood-, Where not shown on the Drawings, the spacing of `
faced or other panel type materials acceptable to construction joints 5K**4. Cotgn yTo THLIzeQNM V- N 0
the Owner to provide continuous, straight, smooth Menu4HV40 10 4 MNff .61f A-MIt0 Q7 6Y BdfH TMC A s NORTH
;
exposed surfaces. Furnish in largest practi_ �JpSC,���i'f
�W�'f 4 s'tl�rNli&1.. �t�s�� c �- -
cable sizes to minimize number of joints and to To r -o"11440'• '
conform to joint system indicated on drawings. 2. Provide keyways at least •O mm deep in all con- •
Provide forst material with sufficient thickness struction joints in walls, slabs, and between
to withstand pressure of newly placed concrete walls and footings; accepted bulkheads designed
witlumt bvw or deilsction. for this purpose may be used for slabs. ..
Fors molding shapes, recesses and projections 2. Place construction joints perpendicular to the
with smooth finish materials, and install in j
iosss with sealed joints to prevent displacemente main reinforcement. Continue all reinforcement
• across construction joints.
2273SHEET= .
. DRANNG NO! . 4 0F .12
'IEUND
N
METAL .FE CE • i")
Z
c
EXISTING. VY090 ,FENCE
atm it lm -
W
_
_
2f ftym
F -
Z
Z
v
V PtAff:.
Q
L1.J
WMIN Wpool
:= •
u *Hr %ter rLA6f f►4"
N
oc
•
X= JUW
U.4..
ZVAM X .tet
Z
O
O
NOTES
�M� �
Z. fpnF o "fof 1) of 4+�lN.- r.►J�T�N"4fL'3 �
-5, (,���pfa �e 1! Vff11O'{ /&I. PIMEµslolJs IN
A*V WH vrr(�7Nt
4. FZQHiv�ssPEr -Gr �-fi'�n� ems,rs.)
fol t..oC�ioN� iNs'%P'fioiJ �quit�MEt1rS
G� L Ppl► 'iLD 04hNIrMEI%Ii
Pores for ZxpQssd Finish Concrete: �nst�ctson nt \__/ �_ _ ` •► ` ` \� /r METAL GA
Unless otherwise indicated or specified construct 1. Locate and install construction joints, only -� -
formwork for exposed concrete surfaces with plas- within the limits permitted in the Drawings. 11 "�--
tic coated plywood, metal, metal -framed plywood-, Where not shown on the Drawings, the spacing of `
faced or other panel type materials acceptable to construction joints 5K**4. Cotgn yTo THLIzeQNM V- N 0
the Owner to provide continuous, straight, smooth Menu4HV40 10 4 MNff .61f A-MIt0 Q7 6Y BdfH TMC A s NORTH
;
exposed surfaces. Furnish in largest practi_ �JpSC,���i'f
�W�'f 4 s'tl�rNli&1.. �t�s�� c �- -
cable sizes to minimize number of joints and to To r -o"11440'• '
conform to joint system indicated on drawings. 2. Provide keyways at least •O mm deep in all con- •
Provide forst material with sufficient thickness struction joints in walls, slabs, and between
to withstand pressure of newly placed concrete walls and footings; accepted bulkheads designed
witlumt bvw or deilsction. for this purpose may be used for slabs. ..
Fors molding shapes, recesses and projections 2. Place construction joints perpendicular to the
with smooth finish materials, and install in j
iosss with sealed joints to prevent displacemente main reinforcement. Continue all reinforcement
• across construction joints.
2273SHEET= .
. DRANNG NO! . 4 0F .12
0
0
0
0
m
I
N
Z
c
M
O�
W
_
F -
Z
Z
v
Q
L1.J
Q
.Jv
0
oc
•
a
411111110
Z
Z
O
O
O
U-
a
4,
D
Q
J
W
Q
�
-
its
d
V
i
Q
�y
W
Z
a
0:I
Q
.JL
LI
O
O
0
O
Q
La
O
Z
_
=
H
O
4WD
0
0
0
0
m
I
W
v/
0
nunI,A
a •. M
� I
o 'z_i
r -Al JW"
I
Z
O�
C
w
01
•
WCr
a
4,
1
•
-
I
W
v/
0
nunI,A
a •. M
� I
o 'z_i
r -Al JW"