HomeMy WebLinkAbout1807 DIAMOND KNOLL LN (3)1j
�i
W
1+
1 / l� 4 /
r1E 1-7
RETAWIAWALL NOTES
GENERAL NOTES: Unless noted or specified otherwise.
GENERAL: All work shall conform to the latest edition of the Uniform
Building Code. 1991
1. CONCRETE 2500 psi. min. at 28 days. Continuous inspection not
required. fc-2500 psi.
_Reinforcing, Grade 40 deformed bars, conforming to ASTM A-615. r'�j �Lor r,5MCF
r �-f Min. concrete cover shall be 3 in. if placed directly against nr
earth and 2 in. if formed.
Splice bars only where shown, except where indicated as
continuous, splices may be in convenient lengths. Splices 36 A•�,"p i�
diameters but not less than 24 in. f► �T
Construction join:.s as shown on the drawings or approved by the �� �•►� •_ Cj
engineer. C1 ��-
2. CONCRETE BLOCK 8x4x16 units complying with ASTM-C-90- Medium r O
weight. Unit compressive strength 2500 psi. Color, grey.
Reinforcing steel ASTM A-615, grade 40. f1m-1500 psi. Table 24-C. �\-/'
3. MORTAR Type M, 1 part cement, 2-1/4 to 3 parts sand and 1/4 to 1/2 i-QP,:-
�(� parts hydrated lime. Min. compressive strength 2000 psi at 28 `
days. -
" 4. Grout 1 part cement, 3 parts damp loose sand and 2 parts pea
. gravel (1:3:2). Add sufficient water to provide pouring \ � � •' _ � �5
consistency without segregation. Min. compressive strength 2000
pai at 28 days.
5. SOIL PRESSURE Foundations are designed for a bearing pressure of
O 2000 psf. Lateral pressure 300 psf/ft. Coeficient of friction
0.35. Soil is classed as Silty Sand per Table 29 B. On site soil
Z - 8 may be used for wall back fill. See soil recommendations by Triad - •,. Co` pP�0
Engineering.fW
/ or
fe
110
COK
QU
OL.4v
j411 Q _ '` �
oar-
-0
coN
� X-1 10 --
PLAN INDEX_
COVER - RENDERING
SHEET 1 SITE PLAN
JA PRECISE GRADING
1B RETAINING WALL DETAILS
2 FOUNDATION PLAN
3 1st FLOOR PLAN
3A 2nd FLOOR PLAN
3R ROOF PLAN
3E•1 1st FLOOR ELECTRICAL -PLUMBING -A/C
3E2 2nd FLOOR It
of
4 EXTERIOR ELEVATIONS (FRONT & RIGHT)
4A +1 of (REAR & LEFT)
5 SECTIONS & DETAILS
5A to +1
6 FOUNDATION DETAILS
6A GENERAL NOTES
7 MISC. DETAILS & NOTES
In,
�otaSITR.�,GT1
W100 0
.T4
'fUW AROUND
U ArS 4PPAW
D& fir" tT'
,f rf�.4V,,,
DRIVE
X Ito
r t .
REF`
�1 key D z% FA I` � t�1C� s Y,� T 1
No r No.1710 1
4' bp 3 31� !
OF
2v i
i
• � MAn I,, � Q � i
0Q/�h� ,1� a, C° t(e� NOTES : ;
\J `' �/ �� ,� S1 B��G/Y►V PROVIDE HOUSE STREET NUMB - VISIBLE 1
AND LEGIBLE FROM STREET.
O �; � 14 THIS BUILDING COMPLI WITH T REQUIREMENTS �
OF TITLE 24, PART 2 CHAPT 2- �. r
UJ Cr
UIL NG SIGNER ¢ < ^ i
LIC SE 83124 = <
+
l t�
S;( �JJ�y •.
��rlLEVE1Z-
- - - --- r 4/0,
6'
MAX. RETAINING
WALL
S x S Y[ CClwc R
Cr, -T. -S EE C H AV_ T-
p,i lrc
= lv �/1 • I Ir 11
�lSE 3 C'.�c.fLSE S I �i C Rl7-4 V 1 t9�`FCQe�
gyp• ,
Z.3
81 _ �" Mix RET tuA
"a�' saes K I2`'G+'�u
_ �"
/ RI
q - o
11
74 a 3 3 covG
c.
ivrT4 c:,4+ t
11
11
153'14 . H
11
Vc. 12. 11 +I
_•1
L e C. t
41
SiL&Pa
r
I. D cN i
0Z d
allei' Nozz
g2o(j
!, o = i
_ c"aa-
1 \ �
23 0-0
_ I' f ( AS aN � +�•I
ADO• � Z
Q 1 a 3
cc
�-- W - I
z
aw(jIJlTi• wr//rYb ! sty tin C CUE-"
W3"(pS, ty" MRS
o W. W.1y: o/� r+oili%. RESIPG) FLR;��
�sy _a^+as G s'c rr u, soup �ADPRES S : l �O-1 D I A►MON {) NOLI-
2V17 ��. i. +.• yQO� e" C CIP. i
t DI �►moND �z , CA . q 1 ? is
M l,aT a - -rt�►Gr ql1 7.7. i
2 h
W w OIA. OVA1N PIPE
W/ 12" so 4rAvtt_ e-
c.orvnn�uov-s �� a� �s 2Si!{r•l�iZ ��1,0
- N /
MAI-" e. Y."qk , w PIER ►R �,� t T� rat C , SCAL-E 1= to
S. ReSERvn1EZ 3
RETAINING
WALLS UP TO
5'-411 EFP
- 43# S.F.
H
W
A
BARS
D
2'-8"
2'-311
#4
@
24"
C.C.
0
3'-4"
211-6++
#4
@
24"
O.C.
60',__.. _.
91, _.
4'-011 2'-9"
#4 @ 24" O.C.
#5
@
24"
O.C.
9"
s'-41
3'-6"
#7
@
16"
O.C.
12"
L0.o'1 -5 Er PRAA.AJt--+y
. • • j�ftim�lJl CA Date 5 „7 ..411
i1+I 6. aaNT N Scale 1
As 'emu : USA O► Icy � �`/Qu 7 ,
of t I Drawn
Se t_,arJ�SC '� PRt:Gt s� a
VJPN`LL DE <l?-40l__1Cj _ PP_AIIJAC C PCA tJ Job LOT 8
3-.-�L 4 Y2.-* =ate- fps` �v�.-r��� v m►�
Sheet
Ot Sheets
i
r•u �; Fci� dew' w «, vs� q t :t�� £..t�Vlf0 f
�N