HomeMy WebLinkAbout17723 HILLSIDE CRT_025271_2026`b W
o
(n m v c �c
Jp m a � 3cA o
cr
o p c v�i
0 Cc :.
� O I a 6 w 000000
o r
o
a— '
w N w cm
Im
< o O ZO z c a�
Urn — Z •T rn
�o G O co 0 a ) V CO 0 �' ro
ZuNi L j uaiZ a Li � � C7o°� � C .
V
W € v o 3 0 3 o E a Z 000000LL
r
i� a a O O
c \ W _
o d.
O� O � N coo o c � >
c
Q O •'•� O U O
Z IL O U N O V O C -0 cis
C
a C _ L O
Q V1 J C C O cU r
OOOO a 0000clrl
r
W o
`•' luCO a ° C
W �' O ono
J � Q e^�� & cis 0
1 Q C) C 1 1 d N C V 10
M Q W C CO o o c
aZ Y`o c LU C7UC7co
1 a0 ui W OD0000
® o r o
JU
I Q ir � A O
1 N W cm
cc Ctn � Q O Q Z Z
U f= _ O rn _ z rn
0 0 0 m o w E `33o c`u m e
Z co0 F- a W m 2' r 'O m
ca Z IL
cA 0OC
V w LU A ZE oC
°a a ¢ U O D —Da oa: W
aU) 000000
0 r ,� O
Z J Z v c a � �V1 W
� r � • Al0 j0 � � IL
'f� a O_ U N C N 0 ItC t p O L
c Vol. ^� Q > 0 cNd Q G C p O aN 0 w Z
6' • a 0000000
C
d
N
H
U) a c
W cd �� o cli c
J � Q ) CL o
\ Q cci$
W CA av ID o 3 ( c
o .5 0 LL c
a.
I Q W p t
ItOo. a
� w N J w
fi O a Z
0 Z
Z \ CSC a U w �' O z z L (�
o
z aN? L oc�
Z 0 V a 0 n C7 OC� ❑ ❑ ❑ ❑ ❑ ❑wW U o
a o oaCL ¢ O �a o `
�
U N a0 �� O
�J j LUC
O� O rn c � `Z r o o@ o
c
Z o " o v 2 ° rn •a c a) z'
/ 5 N N EL J :. c V O y N
? ca J O 7 L
� C O O N O cC
b • ❑ ❑ ❑ ❑ C ❑ ❑ ❑ ❑ ❑ ❑ ?
c
0 �
°
CL
W C o o
C J � ::3 a 3ocn o
Q rl c d
Ow U U o � cc 2 i C UR
o W C7 U C7 cn ii
F. J (LO 3 E a� N ❑ ❑ ❑ ❑ ❑ ❑
0 W
J W o r Q►
Q M N W tm
w rn
(� L U O �, Z Z c m
Z _ rn
❑ m ° w �' V c`ti m e
` v d as w .�
O o O H a� { W t c o
Z vi 0 j co \ �' a lL 0 (A C7 oC �
.: � c
E r c 2 i '- W Z ❑ ❑ ❑ ❑ ❑ ❑
-0 0 3 c� 3 o E oc
� a ¢ U O o - a ,8 a: �. ,� V � O
a °
Z J Z c a L W
t ., o
OAlO > O � � ° � a °
�- o " o v c N c
O ° a�
Q A I LL w
azw- ox
a I¢oQ°zww
ISyI ul Z a cL M
woo >3
�Y+y U a-a3�T.
J N F-
hI "u Z) T 3
tiY J Ir U- O
y I-G i-O AZ
L� O
.s (�Zcn "
11 }t-40�Eu a
o LL 2 F-(n W 1.+
L �ry1 L F- " U
r 0 LL �qEO LL
ZH ■•Uzu) Lcn O
0E M>-EWJUJW U'
rii r A 1=-Wx CLT31i
LAW H a z W H -"
z'i�
hl O o to"caYo:o3w
Jzw Lr) G
0:0a zf�
" o a � LO in
L .. J J GI
a fn ao w t N In
3 w !- n. Z b► Y1
i Z U ~ O
"
>I' " w w
L_fA s a A A y►
G F- Z " ■ •
J Lf) " iu
u a T. W
F- fey . U
U)it on (Ij w
Z LL G I- • a
•ri ,1 E • ■
.. .. 4J fo Y
Y s (• a z
'�w•� so .w Y Y •
3 3Ou a0i W W
o M dQ 13 4 LL (u
LL H A f U
S. o" a r0 J•�+ a� J W J
az uafo S. aE� a E a w
G r, o o QI M 4J F- +G H >. F- F-
3 +0 wS. w o r- owe o a o
O=�. Mai ti O F-aw F- F- A
u
C:)
C)
C4-4
.,c
yj on
0
Cd
LU
-0
n
io 0 cz
wa 4)
41
-
ccl bo
Cd
13L
04
-0 0W.- ---a 119" -
A i
0
'NIOLK
NOTE:MINIMUM CONCRETE COVER SHALL BE 3'FOR THE RETAINING
SIDE OF THE WALL AND FOR THE FOOTING,AND 2'FOR THE OPEN
SDE OF THE WALL.
BARS B I-BIR,RI�2� . _ - I
BARS B S••4 AS SHOWN JI OAR.B •84-4D - •1 BARS B BARS A 9R.8
BAR AS SNOW. BARS A BARS A 27••i .
5 Q 12 S
r A3 SHOWN BARS A ---- •SR 12' Be• 12' AS SHOWN rso 1Y •5 R I AS SNOW
Sr 12.
+5mS12• • BARS C ir1 BARS C b .-OARS C
12, I ' . �A1t5 c 1.-1. 4 D Iz
4• 12'
CONST.JT. L}T A CONST.JI -44 ?• fCONST.JT. . . L}i CONST.JT -^1TL'li-_•1 CONST. •l
7,1i--1 LONST.JT Tb� i.
TYPE L2 r y 6• , r isisl2'LONST.JT� F5 G D -Jonas 1 g
TYPE L3 5 a Iz' s Iz'
TYPE L4 1�-1'G_—_
13PLASTIC SOIL BLANKET TYPE L5 TYPE T4 TYPE T5 TYPE T6 y
tSUBSECTi 103.101
UNITS R _ yr •GFEXOITI T L FABaI CLASS c op L ••
S[XC�YA7ION 3 iMA%.1 SEEEL�IF�I1 TO NDA6E MATERIALS,
ITEM N0.R MAT 11 / • 0 OPL I A BARS B [LLD
TO BE CLIV IN SENTEal_� "
WALL DRAIN, (TTrsl_ ! D AS R { CONTRACTION JOINT ID'M
OORANULAR MATERIAL— SEE LA DO7D OPL N0.6200B _ I _t__r_t__I__T--1 MAX.SPACING 30'--- �SfE PLAN AND PROFII.F.
(SEE NOTE NO.61 6•6 WEEP Hall• I0' •• _ -
1 MAX CTRS..MIN.G' W71I.1l« a• d
- ABOVE FILL OVER TOE
o REDOING MATERIAL 1HIGKMESS FTT
BEGIN KEY 6• I CXP.'s S r
(SUBSECTION 1003,011 Q.. POSSIBLE 6.OR 9• 1 FROM TOP OF ECE LApOTi a a
_ _] SCOUR ELEV. 1 WALL AND END 1
•6'P PERFORATED 11{ II t I I 1(EY 6'FROM EXPANSION JOINT
PIPE UNIERm1AI. - LIMITS OF •' ON3.JT I TOP OF i00i1N6� YAXWUM SPACING 90' g
6'.• '•6' E%CAVA RAL VI __ -.. _.. __ __ __ 1 I I G•A'�'C[P HOIC
OIMPERVIOUS MATERIAL I 4'I WCCP 1 MIN.G ABOVE FILL
ITEM AT$02.01 SOLE MIN.6'
IPLASTICITY INDEX?20 1 -�- _ I 1 OVER TOE-�� •.
BACKFILL DETAIL
CONSTRUCTION JOINT DETAIL GIN Er 1•o•F I ABOVE FILL I F 9
WAL PA �uj I DYER TOE I .CONST.J7,
0AR6 C 0 A1 pp aHE KEY DARS A I I
NOT sNbIT11 FOR CI.ARR TY TYPICAL ELEVATION •B D I2, 1 1 1•_ -BFm.xEY-w0• 4
CONST.JT. faOM END Oi qq
(SHOWING REINFORCEMENT DETAILS) SP WA P N
C
VERTICALF -� ------ '�+
•ON V CAULY.�NO OI'WALL( VCATICAL FACE
COMPOUHO..--'_- 61 •] •W2 NO Sr WALL(OPENP�R • i K �
SI 1 WA 3 9 6r'
%I CLASS A CONCRETE 6
�j�I� _ '�• E A C Y 5 106 IiB .195 0.3z1D.19 PART ELEVATION OF RETAINING WALL
•"'1_!�._ • -.I-� -- 'S:c 8.4 11.5 16.8 26,9 21.1 35.i 40.1
�- �5) ISHOWINO RISER UNDER FOOTINGI c�
REBAR DIMENSION' J f
•6'2-BULB TYPE IZE I IIE LENOTN 11E LENGTH
PREMOULDED WATER STOP
,SUBSECTION ID05.Om -A 1//��•CXP.JT. • 2 gULg
fIapL SEE LADOTD PRCMO�ILUEO RTER STOP S:
OPL NC.TS �_
EXPANSION JOINT DETAIL CONSTRUCTION JOINT DETAIL
14 J-
F
W
o
ETY/AALIN] �- _ Q II BARSSB.C.&D ARE STRAIGHT
I �rfrfmLENGTH•WALL LENGTH MINUS 4' Q,-:TR JT, BAR AOP N0. 18 RIAB �I -
_ YMDABLE___• �I•
PLAN PLAN NOTES: Z i
' �} I.CONSTRUCTION SPECIFICATIONS: STANDARD SPECIFICATIONS
'1 FOR RSPECIFDADS AND ICATIONS.
2000 EDITIONDIT10N AND LATEST AMENDED Fw
r�
• T,I 3 I 2.DESIGN SPECIFICATIONS:AASHTO,SIXTEENTH EDITION 199G AND LATEST
•�I AMENDED INTERIM SPECIFICATIONS. b 9
• § - 3.ALL CONCRETE SHALL BE CLASS'A'.,CHAMFER ALL CXPOSED b
ti •.y._... ....._. .. ._..._« '.l .................F.'.RO� CORNERS�i'. VV•i iu
ou i.REINFORCING BARE SHALL BE GRADE B DIMENSIONS RELATING TO
b Fz REINFORCING STEEL SPACING ARE TO BAR CENTERS. Ll
rI �I � 5.MAXIMUM ALLOWABLE BE SOIL PRESSURE: AL(PSF.
gR SECTION L2 SECTION L3 SECTION L4 SECTION LS SECTION T4 SECTION TS SECTION T6 6.BACKFILL SHALL BE GRANULAR MATERIAL(SUBSECTION 1003.071 WITH
ELEVATION ELEVATION A MAXIMUM SLOPE OF 3 TO I (SLOPE ANGLE LESS THAN 9. DEGREES(
AND COMPACTED IN ACCORDANCE WITH SUBSECTION THAN
.
'L•IY1'E WALL TRANSITION FROM L!TO LS •T•TYPE WALL TRAN6ITON FROM Ti TO Ti 7.MAXIMUM SPACING OF EXPANSION JOINT IS 90 FT..
FOOTING EXPANSION JOINT DETAIL B.MAXIMUM SPACING OF CONSTRUCTION JOINT IS 30.FT.
SLOPING RETAINING WALL O 9.BACKFILL MATERIAL TO BE INCIDENTAL TO ITEM 802-01 IN CUT SECTION,
AND TO BE PAID AS EMBAW..-ENT ITEM 203-G4 IN FILL SECTION AARKA AND
♦10.NO DIRECT PAY. 9TRYC .L
lIW
Y w p YAl
t ,. goo? 0oo�
CL
z z CLL p c < Z ,
J u V < JOZOIN N W W `
4 J J J N< W _ N W w
V } p W p w Z
O D� � ZWI... IYW Y d ULU O
Z z > O LU w U -a
i O ►- 2u } W D w d
_ z oc r
F- DZDwO <LL � � < <
w W w W wZZIi W LLpOp w a }
o .g o 6 'S < � � O Il Z m
LU d n. i d i Z � > OW.. N V f p Q uj
W J W O O
W y W O D W W Ci Z < n F=-
� mUHO> FY-w < i x O < Z m oft f- w > mu u
>O < 2W WZaa O i N I m LA out x vOi a `W` V• .Wn a
< < Z � OXO W r v+ O W W I U = �-
_ � OWUW s w x Z F_- H J t
N t- N N N N W F— w F_- -- F— Z <K y F Z w N I ml OC < O U C[ w
N \ K _ = D �W E••' Z 0 d u V1 of W tj } Z u J .J F ud, !
F- Z ,,�u g a F' Q i < Y w ' c� p Z � < C7 < p o J
❑ v tL t/1 —� < u Z 1e�- w n w < w < Q " < LL S z w W 7 w ^ r > v s
O 3 oC O Z o =� OC w x x ,7 x J W < �,,I J °C a F w u D v)
Z m W Y < O Y O u De LL � J a r F- J x > < w a O w Z �, oe u
OZ C'1 U D W O u O 5 .� Y W O < o Q Z > J W < 'G W Q Q Y u J u O > O
O Z ❑ >- Z p w Z w oc 0 u a Y m J w 3 O W u > Y a n g 3 u W W u u 0 0 vWi r c
V H x - u u u Z W Z Z m Z g Q Z \ i o i u o u mCe
< a = g o
Z J o \ =00 — o�pp0 � W z j cc 0. W H "L w 3 4 3
J [LJU x f e m a n a
Q C=C ❑ o J W
ui
U. Z v
W
OU W � m Z C) K ❑
V V 2 ° _ O r `� W J O J
< V < t W J Z
w A 3
z
W W y Y < > O n > W
` }( w (]
W N u! W W Cl } < J ,+ ,w OC ❑ Zcc cc cc cc Cie
f O O
❑ p O O O O r
L�
uj
w — m 661
e[ v+ O F- J < xj 4
�\ F Z - �1 w .-, F" < m Y L
--- ❑ �n W Z y �n a I- 'j s i `
❑ \\ } W J < a J W J O
— J J
^' w J
S'- Y Z Y .I } Q a } Y Z Y G
O ° ~ w < J ^ < W
p `_ Z V O r p J N Z ce W ce a < w C Y Z u `
Z (� W < < Q 7 A-j 2 se w p U m x 2 ^ } 3 '� J Y m � w J O
cc z oe W 7 O Y J < Y .,� J Z O <
za�: Z u Z $ Y O a ¢ W w x Q 3 3 Z _ J < 'C
O J O ❑ o 0 A s r. N _ > — U O _ Z Z 0 U L n Z z u
U u 0 V 3 z0 W O<(►�) Z s W Z 3 m J L O J 3 C J > Y i Y Ov WLn
< z z p .- m N V p D U m < _ 2 <
❑ 3� s .Zi 7 C Z J s 7 J - < 4 J Z _ a 0