HomeMy WebLinkAboutPD1984-1AN HOLO CORFURANUN
IRVINE CALIFORNIA
2
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E. BY NUMMER LI / AN
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REORDER SY NUMMER 0/ iA
0100
Stn It00, Begin project Match exsting
intersection Remove 36 LF Concrete
header Build 36 LF expansion mastic
(Grease dowel pins E. whistles)
ne5'
Woynoko Street
/9 /5
/9/0
/905
/900
Proposed
Ex/sting
3e,
45'
372'
/100
Wolfe moron K
Robert E Wolters
wdpom ;.
1a Assess s 258 60
7
Assess f 1,183.27
//03 Nbynoko
/- Story
Wet Proms
L wolfs7
Ifs
1
8
(, °bb►' fto Assess 11,44166
8
as Roe Ko
ns'
50 e
*235'
•
2100
Sto 2 t 35, Lt, Build 16 2 SY
6"PCC for Driveway
Sta 2t86,Lt , Build 13 2 SY
6"PCC for Dnveway.
EAST BROAD STREET ADD.
//
rotor & �; d rahK
//// Woynoko
/- Story
$t' Frame 9
537'
543'
Assess S1,441 86
Drive f 145 75
11,58761
0'
la e'
10 5'
5/ r'
ebbnon
Loj5 J
11/5 Nbynoko
1 -Story
NM Promo /Q
su'
Assess 1444187
Drive 1 214 50
1 1,656 37
50'
AtG fV
eee� el
3 100
Sta 3129, Lt, Build 13 2 S Y
6' PCC for Driveway
Sta 2196.2, Lt, Light pole to
be relocated by others
la Et
won.,
stoner
SMS
///9 146ynoko
1- Story
Wd From* //
►mer
57/5'
5455'
M cork
Assess 11,441
Drive 13231
isle'
PP
a
e6
11,7
99
N
vo-
8.9
,Ke
as'
PP
t
73/ 4M Anna
/- Stay
Wil Frame
70 s'
yR
/2
Felnd
I.orro010 K
b pod
Assns f 1,44187
516'
50'
279' f
SB
r+sr'
oh
4'00
1s
5'00
Sta It00 to Stn 3t8Q23
Build 1,121 SY 6" PCC Pavement, 56046 LF
Integral curb (Drop curb for driveways
Included.)
Sta. 3180 23, End project. Match sdsting
intersection. Remove 36 LF Concrete header
Build 36 LF Expansion mastic (Grease dowel
pins 8, whistles)
*5'
All concrete shill be Type ABX, 6 1/2 Sock,
2" Skimp and shall be vibrated
Contractor shall nota that cross-sectional
cross slops varies on this project and Is
not uniform It will be necessary to physically
form the centerline of this project If slip -
form paving construction is chosen by
contractor
The locations of oil aerial E underground utility facilities may not be Indicated in
these plans. Underground utilities, whether Indicated or not will be located 6. flagged
by the utilities at the request of the contractor
No exaction will be permitted In the area of indergrourd utility facilities intll all
such facilities have been located a identified to the satisfaction of all parties. The
excavation must be accomplished with extreme care In order to avoid any possibility of
damage to the utility facility,
•
CONC
8t'
4
On
OtiH
123'
•N`
>, sit'
Sta. 1t51 8,Rt
Light pate to be
relocated by
others.
Assess s 1,44186
54 4
oNCe
Bergin Construction
//02 Waynoko 6
/- Story
14U Frome
•LIS°
8
p
GRAVEL
ISta It66, Rt, Il uIId 195
1
6 PCC for Driveway.
David
0 Rippen
� sE meMin
Asses 11,44187r
Drive 13ie.50
11,810 37
•
sae'
//06 mynato
/- Story
Ntt From
213'
tier
Sta 2t36,Rt, Build 145 SY
6' PCC for Driveway
4
Y&
star Dpl
Godo
Assess 1 1,441.86
Drive 1 173 25
Proposed p
262'
10'
coo
cora
50'
Sta 3t06,Rt,Build 31 9 SY
6" PCC 11 or Driveway
605'
3
/114 NbynOko `+0
/- Story J'
NH Frome
Stephen roe
5MY
2 Assess 1,441 87
EAST BROAD STREET ADD.
Existing !£�
3/221
coNC
ones Davi
e 674'
.; Garage Pod
Assess 1 1,441 86
Drive 1 589 50
1 2,03036
rl
E Schafer
x Leon
r
Proposed )
50'
3/'
Sta 3.10, Rt , Remove 14 5 SY
2" Concrete Pavement
Gerloff
Assess 11,21117
35s'
7/9 N 4th Avenue
1 -
NH -.• e
Assess s 230 70
0100
N
'50
yrs
M
to
13
Proposed
t3
0
ea
b
50
h
h
in In
o m m o
2#00
r.
b
Proposed EI)
es
0
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3'00
Proposed €)
01
t50
a
01
h
Ione
End Construction
0)
m
Existing
'80.25 4'X
q
fa
FLC
01
/9 75'
0'
q
'5O
The subgrade shall be adjusted to conform to the lines and grades
on the plans in accordance with Section 202 and 204 of the 1973
Standard State Specifications and its supplements. The upper
six (6) inches of the subgrade shall be scarified, mixed and
recompacted to the following compaction requirements
Percent Density
95 Min.
Moisture Minimum Requirements Maximum
Opt. -3% Opt. +3%
Areas not meeting specified moisture density test requirements
shall be removed and recompacted at the Contractor's expense.
All excavation, subgrade compaction, and water necessary for
subgrade construction shall not be paid for directly but shall
be considered subsidiary to the bid items of the contract.
Contractor shall note 202 CY earth excavation
to be generated under this propct See sheets
4 thru 6
Paving District No /984- /
WAYNOKA STREET
3rd Avenue to 4») A enue
f;/rY OF HAST/NGS
ENG/NEER/NG DEPT
designed by= D WM contractor=
otown by=/Aka dote comp=
checked by= iele&r osbudts=
dote= page= / of 8
sca/e=/'20'
(-Auid�Gac�C.r-t__.
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f9HPLll1AI ION • IRVINF LAI IFORNIA
PI ANI ICH 0 CORPORATION • IRVINE UALIkOHNIA
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Woynoko Street =3rd Ave to 4th Ave
/9/5
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V{j� =� '
Ed" DAVID _
WAY:
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V1!
• IRVINE CALIFORNIA
PLAN 110111 L UHPOHAI ION
HLLJH LII W NUMELII 075AR
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Waynoka Ave.
P 4 eib
Sections
3 re! Ave. to 4th Ave.
Apr; I I(0, 1984 D Magner
1 ' 20s Horz
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PIAN I.JL 0 (-1
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PLAN HOLD CORPORATION • IRVINE CALIFORNIA
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Waynoka Ave
3rd, Ave
Aprrl 1(0, 1984
= 2235
�G= C2.SS
67-r 26.28
a/ c 98 /o%
a U/ C= /S5-4/
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50
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m
0
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75
P0 5 -of Z
"X" Sections
to 4 -bh Ave.
Dan Magner
100
100
G= 25.20
EG= 15: 515'
Gi = 22.73
U/G = 4/2,08
l a/ G = /3288
75
100
I"=20' Horz.,
5' Vert
PI AN 11011 ) illi 1[4 IFIA1 It IN
IRVINE (.AI IFIJRNIA
1'I AN HOI 11 (ARPORATION
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1 1 1
50 75 100
Py or 8
Vlayno ka Ave
X `Jections
3rd, Ave to 4th Ave
Apr; 117, 1984 Dan Magner
1" =20' Horz
I"=5' Vert