W912PL-16-B-0005_DWGSHTS_T01-CS12.pdf
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SHEET NO. TITLE FILE NAMEFILE NO.
GENERAL
CIVIL
INDEX TO CONTRACT DRAWINGS
REVISION
CIVIL CON'T.
T-10
T-09
T-08
T-07
T-06
T-05
T-04
T-03
T-02
T-01
PROJECT ACCESS MAP AND STAGING AREAS
TEMPORARY CONSTRUCTION EASEMENT LIMITS (3)
TEMPORARY CONSTRUCTION EASEMENT LIMITS (2)
TEMPORARY CONSTRUCTION EASEMENT LIMITS (1)
POINTS AND CURVE DATA
PROJECT CONTROL LINE - HORIZONTAL CONTROL
SHEET LAYOUT AND SURVEY CONTROL POINTS
GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
INDEX TO CONTRACT DRAWINGS SHEET 2
INDEX TO CONTRACT DRAWINGS SHEET 1
PROJECT LOCATION AND VICINITY MAP
239/3545
239/3544
239/3543
239/3542
239/3541
239/3540
239/3539
239/3538
239/3537
239/3536
SHEET NO. TITLE FILE NAMEFILE NO. REVISION
CS-12
CS-11
CS-10
CS-09
CS-08
CS-07
CS-06
CS-05
CS-04
CS-03
CS-02
CS-01
239/3586
239/3585
239/3584
239/3583
239/3582
239/3581
239/3580
239/3579
239/3578
239/3577
239/3576
239/3575
SHEET NO. TITLE FILE NAMEFILE NO. REVISION
SHEET NO. TITLE FILE NO. FILE NAME REVISION
STRUCTURAL
S-03
S-02
S-01
239/3613
239/3612
239/3611
SHEET NO. TITLE FILE NO. FILE NAME REVISION
MISCELLANEOUS
M-07
M-06
M-05
M-04
M-03
M-02
M-01
239/3610
239/3609
239/3608
239/3607
239/3606
239/3605
239/3604
SHEET NO. TITLE FILE NO. FILE NAME REVISION
SHEET NO. TITLE FILE NO. FILE NAME REVISION
SARI SEWER SIPHON PROTECTION
LANDSCAPE
LSARR9PH5BG010.DGN
LSARR9PH5BG009.DGN
LSARR9PH5BG008.DGN
LSARR9PH5BG007.DGN
LSARR9PH5BG006.DGN
LSARR9PH5BG005.DGN
LSARR9PH5BG004.DGN
LSARR9PH5BG003.DGN
LSARR9PH5BG002.DGN
LSARR9PH5BG001.DGN
LSARR9PH5BC312.DGN
LSARR9PH5BC311.DGN
LSARR9PH5BC310.DGN
LSARR9PH5BC309.DGN
LSARR9PH5BC308.DGN
LSARR9PH5BC307.DGN
LSARR9PH5BC306.DGN
LSARR9PH5BC305.DGN
LSARR9PH5BC304.DGN
LSARR9PH5BC303.DGN
LSARR9PH5BC302.DGN
LSARR9PH5BC301.DGN
LSARR9PH5BCM507.DGN
LSARR9PH5BCM506.DGN
LSARR9PH5BCM505.DGN
LSARR9PH5BCM504.DGN
LSARR9PH5BCM503.DGN
LSARR9PH5BCM502.DGN
LSARR9PH5BCM501.DGN
LSARR9PH5BS502.DGN
LSARR9PH5BS501.DGN
LSARR9PH5BS001.DGN
AT BANK STA. 1330+99.57
36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1324+43.00
96-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1317+61.24
30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1309+66.02
30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1298+82.75
66-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1290+91.06
36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1282+71.01
42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1276+34.12
30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1393+57.40
42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1390+56.93
48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1384+13.54
42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1378+53.53
84-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1372+47.25
48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1367+33.80
48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1356+70.73
30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1348+36.64
72-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
AT BANK STA. 1338+99.34
36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS
SD-08
SD-07
SD-06
SD-05
SD-04
SD-03
SD-02
SD-01
SD-17
SD-16
SD-15
SD-14
SD-13
SD-12
SD-11
SD-10
SD-09
239/3594
239/3593
239/3592
239/3591
239/3590
239/3589
239/3588
239/3587
LSARR9PH5BCU508.DGN
LSARR9PH5BCU507.DGN
LSARR9PH5BCU506.DGN
LSARR9PH5BCU505.DGN
LSARR9PH5BCU504.DGN
LSARR9PH5BCU503.DGN
LSARR9PH5BCU502.DGN
LSARR9PH5BCU501.DGN
239/3603
239/3602
239/3601
239/3600
239/3599
239/3598
239/3597
239/3596
239/3595
LSARR9PH5BCU517.DGN
LSARR9PH5BCU516.DGN
LSARR9PH5BCU515.DGN
LSARR9PH5BCU514.DGN
LSARR9PH5BCU513.DGN
LSARR9PH5BCU512.DGN
LSARR9PH5BCU511.DGN
LSARR9PH5BCU510.DGN
LSARR9PH5BCU509.DGN
CROSS-SECTIONS STA 1399+60
CROSS-SECTIONS STA 1388+00 TO STA 1398+00
CROSS-SECTIONS STA 1376+00 TO STA 1386+00
CROSS-SECTIONS STA 1364+00 TO STA 1374+00
CROSS-SECTIONS STA 1352+00 TO STA 1362+00
CROSS-SECTIONS STA 1342+00 TO STA 1350+50
CROSS-SECTIONS STA 1330+00 TO STA 1340+00
CROSS-SECTIONS STA 1318+00 TO STA 1328+00
CROSS-SECTIONS STA 1306+00 TO STA 1316+00
CROSS-SECTIONS STA 1294+00 TO STA 1304+00
CROSS-SECTIONS STA 1282+00 TO STA 1292+00
CROSS-SECTIONS STA 1270+00 TO STA 1280+00
OUTLET STRUCTURAL PLAN, ELEVATION AND DETAILS
AND MISC OUTLET DETAILS
OUTLET STRUCTURE REINFORCEMENT SCHEDULE, CONCRETE COLLAR
GENERAL STRUCTURAL NOTES
C-29
C-28
C-27
C-26
C-25
C-24
C-23
C-22
C-21
C-20
C-19
C-18
C-17
C-16
C-15
C-14
C-13
C-12
C-11
C-10
C-09
C-08
C-07
C-06
C-05
C-04
C-03
C-02
C-01
REST STOP LANDSCAPE DETAILS
REST STOP LANDSCAPING
PLANTING LEGEND
PLANTING & IRRIGATION DETAILS AND NOTES
LANDSCAPE PLAN STA 1397+00 TO STA 1399+60
LANDSCAPE PLAN STA 1388+00 TO STA 1397+00
LANDSCAPE PLAN STA 1379+00 TO STA 1388+00
LANDSCAPE PLAN STA 1370+00 TO STA 1379+00
LANDSCAPE PLAN STA 1361+00 TO STA 1370+00
LANDSCAPE PLAN STA 1352+00 TO STA 1361+00
LANDSCAPE PLAN STA 1343+00 TO STA 1352+00
LANDSCAPE PLAN STA 1334+00 TO STA 1343+00
LANDSCAPE PLAN STA 1325+00 TO STA 1334+00
LANDSCAPE PLAN STA 1316+00 TO STA 1325+00
LANDSCAPE PLAN STA 1307+00 TO STA 1316+00
LANDSCAPE PLAN STA 1298+00 TO STA 1307+00
LANDSCAPE PLAN STA 1289+00 TO STA 1298+00
LANDSCAPE PLAN STA 1280+00 TO STA 1289+00
LANDSCAPE PLAN STA 1271+00 TO STA 1280+00
L-19
L-18
L-17
L-16
L-15
L-14
L-13
L-12
L-11
L-10
L-09
L-08
L-07
L-06
L-05
L-04
L-03
L-02
L-01
239/3632
239/3631
239/3630
239/3629
239/3628
239/3627
239/3626
239/3625
239/3624
239/3623
239/3622
239/3621
239/3620
239/3619
239/3618
239/3617
239/3616
239/3615
239/3614
LSARR9PH5BLP119.DGN
LSARR9PH5BLP118.DGN
LSARR9PH5BLP117.DGN
LSARR9PH5BLP116.DGN
LSARR9PH5BLP115.DGN
LSARR9PH5BLP114.DGN
LSARR9PH5BLP113.DGN
LSARR9PH5BLP112.DGN
LSARR9PH5BLP111.DGN
LSARR9PH5BLP110.DGN
LSARR9PH5BLP109.DGN
LSARR9PH5BLP108.DGN
LSARR9PH5BLP107.DGN
LSARR9PH5BLP106.DGN
LSARR9PH5BLP105.DGN
LSARR9PH5BLP104.DGN
LSARR9PH5BLP103.DGN
LSARR9PH5BLP102.DGN
LSARR9PH5BLP101.DGN239/3574
239/3573
239/3572
239/3571
239/3570
239/3569
239/3568
239/3567
239/3566
239/3565
239/3564
239/3563
239/3562
239/3561
239/3560
239/3559
239/3558
239/3557
239/3556
239/3555
239/3554
239/3553
239/3552
239/3551
239/3550
239/3549
239/3548
239/3547
239/3546
LSARR9PH5BCG105.DGN
LSARR9PH5BCG104.DGN
LSARR9PH5BCG103.DGN
LSARR9PH5BCG102.DGN
LSARR9PH5BCG101.DGN
LSARR9PH5BC509.DGN
LSARR9PH5BC508.DGN
LSARR9PH5BC507.DGN
LSARR9PH5BC506.DGN
LSARR9PH5BC505.DGN
LSARR9PH5BC504.DGN
LSARR9PH5BC503.DGN
LSARR9PH5BC502.DGN
LSARR9PH5BC501.DGN
LSARR9PH5BC115.DGN
LSARR9PH5BC114.DGN
LSARR9PH5BC113.DGN
LSARR9PH5BC112.DGN
LSARR9PH5BC111.DGN
LSARR9PH5BC110.DGN
LSARR9PH5BC109.DGN
LSARR9PH5BC108.DGN
LSARR9PH5BC107.DGN
LSARR9PH5BC106.DGN
LSARR9PH5BC105.DGN
LSARR9PH5BC104.DGN
LSARR9PH5BC103.DGN
LSARR9PH5BC102.DGN
LSARR9PH5BC101.DGN
MISCELLANEOUS EXISTING FEATURES
SOUND BARRIER WALL ELEVATIONS, SECTIONS AND DETAILS
SOUND BARRIER WALL PLAN AND HORIZONTAL CONTROL DATA
SURVEY MONUMENT AND STATION MARKER AND MISCELLANEOUS DETAILS
CABLE FENCE ELEVATION AND DETAILS
DOUBLE GATE, TEMPORARY FENCING ELEVATION AND DETAILS
RAMP GATE ELEVATION, TRAIL REGULATIONS AND GUIDANCE POST DETAILS
CU-04
CU-03
CU-02
CU-01
SARI MANHOLE ACCESS ROAD TYPICAL SECTIONS
SARI MANHOLE ACCESS ROAD PLAN AND PROFILE
SARI MANHOLE PROTECTION TYPICAL SECTIONS
SARI MANHOLE PROTECTION PLAN AND PROFILE
239/3636
239/3635
239/3634
239/3633
LSARR9PH5BCU104.DGN
LSARR9PH5BCU103.DGN
LSARR9PH5BCU102.DGN
LSARR9PH5BCU101.DGN
FINAL GRADING AND TOE ROAD (5)
FINAL GRADING AND TOE ROAD (4)
FINAL GRADING AND TOE ROAD (3)
FINAL GRADING AND TOE ROAD (2)
FINAL GRADING AND TOE ROAD (1)
EXCAVATION AND FILL LIMITS
CONCRETE ACCESS RAMP DETAILS
PLAN DETAIL AT BRIDGE
REST STOP
BIKEWAY STRIPING DETAIL AND SUBDRAIN SYSTEM DETAILS
DETAIL AT GROUTED STONE V-DITCH
CURB AND PVC DRAIN DETAILS
TYPICAL SECTIONS AND CUT OFF WALL
TYPICAL SECTIONS - 1
PLAN AND PROFILE STA 1397+00 TO STA 1399+60
PLAN AND PROFILE STA 1388+00 TO STA 1397+00
PLAN AND PROFILE STA 1379+00 TO STA 1388+00
PLAN AND PROFILE STA 1370+00 TO STA 1379+00
PLAN AND PROFILE STA 1361+00 TO STA 1370+00
PLAN AND PROFILE STA 1352+00 TO STA 1361+00
PLAN AND PROFILE STA 1343+00 TO STA 1352+00
PLAN AND PROFILE STA 1334+00 TO STA 1343+00
PLAN AND PROFILE STA 1325+00 TO STA 1334+00
PLAN AND PROFILE STA 1316+00 TO STA 1325+00
PLAN AND PROFILE STA 1307+00 TO STA 1316+00
PLAN AND PROFILE STA 1298+00 TO STA 1307+00
PLAN AND PROFILE STA 1289+00 TO STA 1298+00
PLAN AND PROFILE STA 1280+00 TO STA 1289+00
PLAN AND PROFILE STA 1271+00 TO STA 1280+00
AS SHOWN
T-02
L .D o
L .D o
O .O ju ri
IN
D
E X T
O C
O N
T R
A C
T D
R A
W
IN
G S S
H E
E T
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
A C
T
IN
G C
H
IE
F
D E
S
IG
N B
R A
N C
H
12345678
A
B
C
D
12345678
A
B
C
D
7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
Y
SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B G
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
Y
C A
L
IF
O R
N
IA
A P
P R
O X M
IL
E E
A S
T O
F G
Y P
S U
M C
A N
Y O
N R
O A
D B
R
ID
G E
(A P
P R
O X /4 M
IL
E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
INDEX TO CONTRACT DRAWINGS
AS SHOWN
T-03
L .D o
L .D o
O .O ju ri
SHEET NO.
GEOTECHNICAL
G-01
G-02
G-03
G-04
G-05
G-06
G-07
REVISION
PLAN OF EXPLORATION STA 1274+43 TO STA 1311+00
PLAN OF EXPLORATION STA 1311+00 TO STA 1368+00
239/3637
IN
D
E X T
O C
O N
T R
A C
T D
R A
W
IN
G S S
H E
E T
GEOTECHNICAL CON'T.
239/3638
239/3639
239/3640
239/3641
239/3642
239/3643
PLAN OF EXPLORATION STA 1368+00 TO STA 1402+73
LOG OF EXPLORATION TH14-P5B-01
LOG OF EXPLORATION TH14-P5B-02
239/3644
239/3645
239/3646
239/3647
239/3648
239/3649
239/3650
239/3651
239/3652
239/3653
239/3654
239/3655
239/3656
239/3657
239/3658
239/3659
239/3660
239/3661
239/3662
239/3663
239/3664
239/3665
239/3666
239/3667
239/3668
239/3669
239/3670
239/3671
239/3672
239/3673
239/3674
239/3675
239/3676
239/3677
239/3678
239/3679
239/3680
239/3681
239/3682
239/3683
239/3684
239/3685
239/3686
239/3687
239/3688
239/3689
239/3690
239/3691
239/3692
239/3693
239/3694
239/3695
239/3696
239/3697
239/3698
239/3699
239/3700
239/3701
239/3702
G-08
G-09
G-10
G-11
G-12
G-13
G-14
G-15
G-16
G-17
G-18
G-19
G-20
G-21
G-22
G-23
G-24
G-25
G-26
G-27
G-28
G-29
G-30
LOG OF EXPLORATION TH14-P5B-02A
LOG OF EXPLORATION TH14-P5B-03
LOG OF EXPLORATION TH14-P5B-03A
LOG OF EXPLORATION TH14-P5B-04
LOG OF EXPLORATION TH14-P5B-05
LOG OF EXPLORATION TH14-P5B-05A
LOG OF EXPLORATION TH14-P5B-06
LOG OF EXPLORATION TH14-P5B-07
LOG OF EXPLORATION TH14-P5B-08
LOG OF EXPLORATION TH14-P5B-09
LOG OF EXPLORATION TH14-P5B-10
LOG OF EXPLORATION TH14-P5B-12
LOG OF EXPLORATION TH14-P5B-13
LOG OF EXPLORATION TH14-P5B-13A
LOG OF EXPLORATION TH14-P5B-14
LOG OF EXPLORATION TH14-P5B-15
LOG OF EXPLORATION TH14-P5B-15A
LOG OF EXPLORATION TH14-P5B-16
LOG OF EXPLORATION TH14-P5B-17
LOG OF EXPLORATION TH14-P5B-17A
LOG OF EXPLORATION TH14-P5B-18
LOG OF EXPLORATION TH14-P5B-19
LOG OF EXPLORATION TH14-P5B-20
LOG OF EXPLORATION TH14-P5B-21A
G-31
G-32
G-33
G-34
G-35
G-36
G-37
LOG OF EXPLORATION BH15-P5B-04 (SHEETS 1 AND 2 OF 3 SHEETS)
LOG OF EXPLORATION BH15-P5B-04 (SHEET 3 OF 3 SHEETS)
LOG OF EXPLORATION BH15-P5B-09 (SHEETS 1 AND 2 OF 3 SHEETS)
LOG OF EXPLORATION BH15-P5B-09 (SHEET 3 OF 3 SHEETS)
LOG OF EXPLORATION BH15-P5B-14
LOG OF EXPLORATION BH15-P5B-20
LOG OF EXPLORATION BH15-P5B-22A
G-38
G-39
G-40
G-41
G-42
G-43
G-44
G-45
G-46
LOG OF EXPLORATION SH15-P5B-02
LOG OF EXPLORATION SH15-P5B-03
LOG OF EXPLORATION SH15-P5B-04
LOG OF EXPLORATION SH15-P5B-05
LOG OF EXPLORATION SH15-P5B-06
LOGS OF EXPLORATION SH15-P5B-07 AND SH15-P5B-08
LOG OF EXPLORATION SH15-P5B-11
LOG OF EXPLORATION SH15-P5B-12
LOG OF EXPLORATION SH15-P5B-13
G-47
G-48
G-49
G-50
G-51
G-52
G-53
G-54
G-55
G-56
LOGS OF EXPLORATION CPT-01 AND CPT-02
LOGS OF EXPLORATION CPT03- AND CPT-04
LOGS OF EXPLORATION CPT05- AND CPT-06
LOGS OF EXPLORATION CPT-07 AND CPT-08
LOGS OF EXPLORATION CPT-09 AND CPT-10
LOGS OF EXPLORATION CPT-12 AND CPT-13
LOGS OF EXPLORATION CPT-14 AND CPT-15
LOGS OF EXPLORATION CPT-16 AND CPT-17
LOGS OF EXPLORATION CPT-18 AND CPT-19
LOG OF EXPLORATION CPT-20
LOG OF EXPLORATION BY HALEY & ALDRICH HAB-7
LOG OF EXPLORATION BY HALEY & ALDRICH HAB-10
G-57
G-58
G-59
G-60
G-61
G-62
G-63
G-64
G-65
G-66
SHEET NO.
239/3703
239/3704
239/3705
239/3706
239/3707
239/3708
239/3709
239/3710
239/3711
239/3712
239/3713
LOG OF EXPLORATION BY LEIGHTON B-24+40
LOG OF EXPLORATION BY LEIGHTON B-37+50
LOG OF EXPLORATION BY LEIGHTON B-44+50
LOG OF EXPLORATION BY LEIGHTON B-54+00
LOG OF EXPLORATION BY LEIGHTON B-63+40
LOG OF EXPLORATION BY LEIGHTON B-66+70
LOG OF EXPLORATION BY LEIGHTON B-69+60
LOG OF EXPLORATION BY LEIGHTON MW-40+50
LOG OF EXPLORATION BY LEIGHTON MW-60+20KEY TO SOIL SYMBOLS AND TERMS, CPT LEGEND, USACE KEY TO SYMBOLS AND LEIGHTON KEY SYMBOLS
LOG OF EXPLORATION BH15-P5B-23
LOG OF EXPLORATION BH15-P5B-24
LOG OF EXPLORATION MW15-P5B-1
G-67
G-68
G-70
G-69
G-71
G-72
G-73
G-74
G-75
G-76
LOG OF EXPLORATION TH13-R9P5A-06
LOG OF EXPLORATION TH13-R9P5A-07
LOG OF EXPLORATION P13-R9P5A-08
LOG OF EXPLORATION TH14-R9P5A-10 (SHEETS 1 AND 2 OF 3 SHEETS)
LOG OF EXPLORATION TH14-R9P5A-10 (SHEET 3 OF 3 SHEETS)
LOG OF EXPLORATION MW15-P5B-2 AND MW15-P5B-3
G-77
LOG OF EXPLORATION MW15-P5B-4 AND HYDROGRAPH
LSARR9PH5BB001_G01.DGN
LSARR9PH5BB002_G02.DGN
LSARR9PH5BB003_G03.DGN
LSARR9PH5BBB001_G04.DGN
LSARR9PH5BBB002_G05.DGN
LSARR9PH5BBB003_G06.DGN
LSARR9PH5BBB004_G07.DGN
LSARR9PH5BBB006_G09.DGN
LSARR9PH5BBB005_G08.DGN
LSARR9PH5BBB007_G10.DGN
LSARR9PH5BBB008_G11.DGN
LSARR9PH5BBB009_G12.DGN
LSARR9PH5BBB010_G13.DGN
LSARR9PH5BBB011_G14.DGN
LSARR9PH5BBB012_G15.DGN
LSARR9PH5BBB013_G16.DGN
LSARR9PH5BBB014_G17.DGN
LSARR9PH5BBB015_G18.DGN
LSARR9PH5BBB016_G19.DGN
LSARR9PH5BBB017_G20.DGN
LSARR9PH5BBB018_G21.DGN
LSARR9PH5BBB019_G22.DGN
LSARR9PH5BBB020_G23.DGN
LSARR9PH5BBB021_G24.DGN
LSARR9PH5BBB022_G25.DGN
LSARR9PH5BBB023_G26.DGN
LSARR9PH5BBB024_G27.DGN
LSARR9PH5BBB025_G28.DGN
LSARR9PH5BBB026_G29.DGN
LSARR9PH5BBB027_G30.DGN
LSARR9PH5BBB028_G31.DGN
LSARR9PH5BBB029_G32.DGN
LSARR9PH5BBB030_G33.DGN
LSARR9PH5BBB031_G34.DGN
LSARR9PH5BBB032_G35.DGN
LSARR9PH5BBB033_G36.DGN
LSARR9PH5BBB034_G37.DGN
LSARR9PH5BBB035_G38.DGN
LSARR9PH5BBB036_G39.DGN
LSARR9PH5BBB037_G40.DGN
LSARR9PH5BBB038_G41.DGN
LSARR9HP5BBB039_G42.DGN
LSARR9PH5BBB040_G43.DGN
LSARR9PH5BBB041_G44.DGN
LSARR9PH5BBB042_G45.DGN
LSARR9PH5BBB043_G46.DGN
LSARR9PH5BBB044_G47.DGN
LSARR9PH5BBB045_G48.DGN
LSARR9PH5BBB046_G49.DGN
LSARR9PH5BBB047_G50.DGN
LSARR9PH5BBB048_G51.DGN
LSARR9PH5BBB049_G52.DGN
LSARR9PH5BBB050_G53.DGN
LSARR9PH5BBB051_G54.DGN
LSARR9PH5BBB052_G55.DGN
LSARR9PH5BBB053_G56.DGN
LSARR9PH5BBB054_G57.DGN
LSARR9PH5BBB055_G58.DGN
LSARR9PH5BBB056_G59.DGN
LSARR9PH5BBB057_G60.DGN
LSARR9PH5BBB058_G61.DGN
LSARR9PH5BBB059_G62.DGN
LSARR9PH5BBB060_G63.DGN
LSARR9PH5BBB061_G64.DGN
LSARR9PH5BBB062_G65.DGN
LSARR9PH5BBB063_G66.DGN
LSARR9PH5BBB064_G67.DGN
LSARR9PH5BBB065_G.68DGN
LSARR9PH5BBB066_G69.DGN
LSARR9PH5BBB067_G70.DGN
LSARR9PH5BBB068_G71.DGN
LSARR9PH5BBB069_G72.DGN
LSARR9PH5BBB070_G73.DGN
LSARR9PH5BBB071_G74.DGN
LSARR9PH5BBB072_G75.DGN
LSARR9PH5BBB073_G76.DGN
LSARR9PH5BBB074_G77.DGN
REVISION
D
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VALUE ENGINEERING PAYS
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12345678
A
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7/28/2016
SHEET
Plot Date:
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K E
D B
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SCALE:
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-B -0
L S
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A P .E
FILE NO.TITLE FILE NAME FILE NO.TITLE FILE NAME
REINFORCING
REINFORCED CONCRETE BOX
ROAD
RADIUS
REINFORCED CONCRETE PIPE
REINF
R
RD
RCB
RCP
RCC ROLLED COMPACTED CONCRETE
RIGHT
SQUARE FOOT
TANGENT
SIDE DRAIN
STD STANDARD
TEMPORARY
USACE
SOIL CEMENTSC
SARI SANTA ANA RIVER INTERCEPTOR
SAR SANTA ANA RIVER
RIGHT-OF-WAY
SYMMETRICAL
UPSTREAM
VERTICAL
VERTICAL POINT OF INTERSECTION
TYPICAL
U/S
R/W
SD
T
TYP
TCE
SPF STANDARD PROJECT FLOOD
TEMP
VERT
VPI
SYMM
SF
RT
CORPS OF ENGINEERS
UNITED STATES ARMY
SHT(S) SHEET(S)
W/O WITHOUT
STA STATION
S SLOPE
TWA TEMPORARY WORK AREA
EASEMENT, ALSO KNOWN AS
TEMPORARY CONSTRUCTION
POINT OF VERTICAL INTERSECTIONPVI
PVC POLYVINYLE CHLORIDE PIPE
PVT POINT VERTICAL TANGENT
MANHOLE
MAXIMUM
MINIMUM
MISCELLANEOUS
MUTCD
CONTROL LINE
TCE LIMIT
FENCE
SOUND WALL
TRAFFIC DIRECTION
NUMBER
CORRUGATED METAL PIPE
BENCHMARK
CUBIC YARDS
EXPANSION JOINT
ELEVATION
JOINT
ABC
POINT OF INTERSECTION
POINT OF TANGENCY
POINT OF ENDING
AGGREGATE BASE COURSE
CMP
PI
PROTECT IN PLACE
PERM PERMANENT
CONTROL LINE
FINISH SURFACE
FWY FREEWAY
FS
CONTROL DISTRICT
ORANGE COUNTY FLOOD
INV
INSIDE DIAMETER
ON CENTER
OUTSIDE DIAMETER
PLATE
BEGIN HORIZONTAL CURVE
BEGIN VERTICAL CURVE
CONSTRUCTION JOINT
DOUBLE
DIAMETER
DIAGONAL
DOWNSTREAM
EACH
END HORIZONTAL CURVE
END VERTICAL CURVE
HEIGHT
HORIZONTAL
INTERSECTION
LENGTH
POUNDS
LEFT
POINT OF CURVATURE
BW
MAX
MIN
RIGHT-OF-WAY
POWER POLE
MANHOLE
PP
MH
EXISTING SEWER LINE
EXISTING WATER LINE
EXISTING GAS LINE
RIGHT-OF-WAY
BM
DIA
DBL
CY
EXISTING
D/S
HORIZ
INT
L
LBS
GRADE LINE
DECOMPOSED GRANITE
FINISHED GRADE
POC
POE
INVERT
EL
TRAFFIC CONTROL DEVICES
MANUAL ON UNIFORM
HMA
MISC
LT
JT
GL
HT
FG
EXP JT
EVC
EA
DG
EC
DIAG
CL
CJ
BVC
BC
ID
MH
NO
PT
PL
PC
OCFCD
OD
OC
BIKEWAY
N.T.S. NOT TO SCALE
BARRICADE
PORTABLE STEEL
HAUL ROUTE
COR
CALTRANS
OF TRANSPORTATION
CALIFORNIA DEPARTMENT
REPRESENTATIVE
CONTRACTING OFFICER'S
EXISTING ASPHALT PAVING
EXISTING OVERHEAD ELECTRICAL LINE
OC PARKS
(OC PARKS)
COUNTY OF ORANGE
CONTROL LINE
P.I.P.
HOA HOMEOWNER ASSOCIATION
DELTA, ANGLE OF INTERSECTION
AC ASPHALTIC CONCRETE (HMA)
AVE AVENUE
APPROX APPROXIMATE
CONC CONCRETE
EX/EXIST
FT FEET
HOT-MIX ASPHALT (AC)
IN INCH
POINT OF BEGINNINGPOB
POINT OF CONTACT
MARKED ON THE AS- BUILT DRAWING AND SUBMITTED TO THE USACE.
USACE PRIOR TO CONSTRUCTION, AND ANY CHANGES MUST BE CLEARLY
ALL REVISIONS TO THESE CONTRACT DRAWINGS MUST BE APPROVED BY THE
GENERAL NOTES: ABBREVIATIONS:GENERAL LEGENDS:
INFORMATION.
RESTRICTIONS. SEE SPECIFICATION SECTION 01 57 20 FOR MORE
CLEARING SITE AND GRUBBING WINDOW IS SUBJECT TO ENVIRONMENTAL
AS SHOWN
T-04
G E
N E
R A
L N
O T
E S L E
G E
N D
S
A N
D A
B B
R E
V
IA
T
IO
N S
ARE ALLOWED WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER.
INCLUDED AS PART OF THE WORK. NO CHANGES TO THE CONTRACT DRAWINGS
SITE DIMENSIONS OR CONDITIONS, AND SUCH ADJUSTMENTS MUST BE
RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB
DETAILS ON THE CONTRACT DRAWINGS ARE INTENDED TO SHOW THE FINAL
RIVER - REACH 9 - PHASE 5B CONTRACTOR UNLESS OTHERWISE NOTED.
THE DESIGNATION, 'CONTRACTOR' ON THE PLANS REFERS TO THE SANTA ANA
PROTECT IN PLACE.
CONTRACT BOUNDARY OF ALL UTILITIES PRIOR TO CONSTRUCTION, AND
POTHOLING AS NECESSARY TO CONFIRM EXISTENCE AND LOCATIONS WITHIN
OF THE CONTRACTOR TO UTILIZE A UTILITY LOCATING SERVICE AND
GROUND UTILITIES NOT SHOWN ON THIS PLAN SET. IT IS THE RESPONSIBILITY
MUST BE CONSIDERED APPROXIMATE. THERE MAY BE ADDITIONAL UNDER
EFFORT HAS BEEN MADE TO DEPICT THESE UTILITIES, BUT THESE LOCATIONS
ARE BASED ON AS-BUILT INFORMATION PROVIDED BY THE OWNER. THE BEST
ABOVE-GROUND SURVEY. THE EXISTING UNDER GROUND UTILITIES SHOWN
THESE CONTRACT DRAWINGS HAVE BEEN PREPARED BASED ON AN
CONTAINED IN THE CONTRACT DOCUMENTS.
USED OR THE CONCLUSIONS REACHED IN UTILIZING THE INFORMATION
NO RESPONSIBILITY FOR THE MANNER IN WHICH THIS INFORMATION MAY BE
BEYOND THE ACTUAL LOCATION OF THE TEST SPECIMEN(S) AND ASSUMES
SUBSURFACE INVESTIGATIONS AS BEING REPRESENTATIVE OF THE SITE
THE USACE DOES NOT GUARANTEE THE RESULTS OF ANY GEOTECHNICAL OR
L .D
L .D
F .O
THE CITY OF YORBA LINDA PRIOR TO SUBMITTING TO THE COR FOR APPROVAL.
WITH THE TRAFFIC CONTROL PLAN. BOTH PLANS SHALL BE APPROVED BY
CONTRACTOR SHALL PROVIDE A BIKEWAY DETOUR PLAN IN CONJUCTION
BIKEWAY WILL BE CLOSED FOR THE DURATION OF THE PROJECT. THE
AND DISPOSED OF BY THE CONTRACTOR, UNLESS OTHERWISE STATED.
TRAIL, AC CURB, AND CONCRETE DRAINAGE DITCH (25 EA) WILL BE REMOVED
THE FOLLOWING EXISTING FEATURES: WOODEN HEADER BOARD ALONG THE
SALVAGED.
THE "WOODEN FENCE AND POST"S (42 EA) WILL BE REMOVED AND
DOWNLOAD THE REPORT PRIOR TO BID OPENING FOR THEIR USE.
AVAILABLE FOR INFORMATION PURPOSES. ALL BIDDERS ARE RESPONSIBLE TO
THE PROJECT'S BID PACKAGE WEBSITE. THIS GEOTECHNICAL STUDY IS MADE
RIVER, ORANGE COUNTY, CALIFORNIA, DATED 06/2016, WILL BE POSTED ON
GEOTECHNICAL STUDY REPORT, REACH 9 - PHASE 5B, LOWER SANTA ANA
THE BORING LOGS ARE INCLUDED IN THE CONTRACT DRAWINGS AND THE
1.
2.
3.
4.
5.
6.
7.
8.
9.
TO BE REMOVED.
CONTRACTOR SHALL FIELD VERIFY THE QUANTITY OF ALL EXISTING FEATURES
SAFETY PAYS
VALUE ENGINEERING PAYS
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SCALE:
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FLOW FLOW LINE
PVC POINT VERTICAL CURVE
SCALE: 1 IN = 500 FT
GENERAL PLAN:
SAFETY PAYS
VALUE ENGINEERING PAYS
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SCALE:
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-B -0
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.d g n
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F V
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B A W T
O
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T A A
N A R
IV
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H A
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E A
C H P
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LOCAL SURVEY CONTROL POINTS
PRIMARY SURVEY CONTROL POINTS
630,847.36
629,570.50
628,404.26
NORTHING
1,584,476.79
1,581,061.36
1,579,677.99
EASTING
528.54
530.50
581.72
ELEVATION
623,962.37
622,706.35
622,102.07
622,720.89
NORTHING
1,563,647.70
1,565,991.65
1,554,046.41
1,557,504.00
EASTING
477.48
422.10
366.21
378.28
ELEVATION
MAG NAIL & WASHER
MAG NAIL & WASHER
2" DISC IN CONC
2" DISC IN CONC
DESCRIPTION
FORMULA: PROJECT DATUM EL. +2.285 FT = NAVD 88 EL.
1.
2.
3.
REFERENCE NOTES:
1.
TOPOGRAPHIC SURVEY IS BASED ON THE AERIAL SURVEY, DATED MAY 29, 2013.
U.S. SURVEY FEET.
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29)
NORTH AMERICAN DATUM OF 1927 (NAD 27) CALIFORNIA LAMBERT ZONE 6
BASIS OF BEARING:
AS SHOWN
T-05
* PBA-014
* PBA-012
* PBA-010
MONUMENT
2013-24
* 2013-08
LSAR 3
LSAR 2
MONUMENT
C -01
C -0
C -0
C -04
C-05 C-0
C-0
C-0
C-09 C-10 C-11
C-1
C-1
C-1
V
IA
L
O M
A S D
E Y
O R B A W
E S T
STATE ROUTE 91
LA P
ALMA A
VE
G Y
P S
U M C
A N
Y O
N R
O A
D
S H
E E
T L
A Y
O U
T A
N D S
U R
V E
Y C
O N
T R
O L P
O
IN
T S
C -1
CONTROL LINE
FOR PROJECT CONTROL LINE DATA, SEE SHEET T-06.
ARE LOCATED NEAR THE PRADO DAM AREA.
PRIMARY AND LOCAL SURVEY CONTROL POINTS NOT SHOWN ON THIS SHEET
SURVEY NOTES:
EXISTING NGVD 29 ELEVATIONS.
NEED TO BE CONVERTED TO NAVD 88, IT IS NECESSARY TO ADD 2.285 FT TO THE
PROJECT DATUM (NGVD 29) AND THE NAVD 88 IS 2.285 FT. IF PROJECT ELEVATIONS
IS 561.055 sFT AND 558.770 sFT, RESPECTIVELY. THE DIFFERENCE BETWEEN THE
THE NAVD 88 ELEVATION AND NGVD 29 ELEVATION FOR NGS BENCHMARK K 1305
(PID DX3499) WAS USED TO ESTABLISH NAVD 88 ELEVATIONS FOR THIS PROJECT.
DATUM (NAVD) OF 1988. NATIONAL GEODETIC SURVEY (NGS) BENCHMARK K 1305
REFERENCE SYSTEM (NSRS) WHICH IN THIS CASE IS NORTH AMERICAN VERTICAL
REQUIRES THAT ALL PROJECTS BE REFERENCED TO THE NATIONAL SPATIAL
ALTHOUGH THIS PROJECT IS BEING BUILT USING NGVD 29 ELEVATIONS, THE USACE
STATE
R
OUTE
* SEE SURVEY NOTE 2
B
LSAR 3
B
LSAR 2
N 625,000
N 622,000
2013-24
B
+0
+0
+0
0 1
0 1
1400+0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
N 628,000
N 627,000
N 626,000
N 624,000
N 623,000
N 621,000
0 500 500 1000FT
SCALE: 1''- 500'
F .O
J .U
J .U
E ,0
E ,5
N
+0
+0
+0
0 1
1400+0
SAFETY PAYS
VALUE ENGINEERING PAYS
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AS SHOWN
T-06
H O
R
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O N
T A
L C
O N
T R
O L P
O
IN
T S A
N D C
U R
V E D
A T
A
P R
O J E
C T C
O N
T R
O L L
IN
E
0 400 400 800FT
SCALE: 1''= 400'
G Y
P S
U M C
A N
Y O
N R
O A
D
STATE
R
OUTE
STATE ROUTE 91
TCE
STAGING AREA
STAGING AREA
TCE
LA P
ALMA A
VE
PLAN
STAGING AREA
CONTROL LINE FOR BANK PROTECTION
PI ID
PI 1
PI 2
PI 3
PI 4
PI 5
PI 6
PI 7
PI 8
PI 9
PI10
PI11
PI12
PI13
PI14
PI15
PI16
PI17
PI18
PI19
PI20
PI21
PI22
PI23
PI24
PI25
PI26
PI27
PI28
PI29
PI30
PI31
PI32
PI33
PI34
PI35
PI36
PI37
PI38
PI39
PI40
POE
NORTHING EASTING = R = T = L = BC STA EC STA
POB - - - - - -
625,963.99
625,876.21
625,601.67
625,420.63
624,686.99
1000.00' 31.31' 62.60' 1274+49.72 1275+12.32
3000.00'
1155.00'
980.00'
980.00'
99.93'
159.07'
16.46'
2.62'
199.79'
316.15'
32.92'
5.23'
1275+13.98
1278+42.03
1281+89.97
1290+29.00
1277+13.77
1281+58.17
1282+22.90
1290+34.23
624,521.81 7020.00' 37.48' 74.96' 1291+79.41 1292+54.38
624,357.53 980.00' 2.62' 5.23' 1293+99.56 1294+04.79
624,076.96 1340.00' 119.37' 1295+98.39 1298+36.50
623,271.44 1690.00' 1550.64' 1298+96.72 1314+47.36
623,271.37 970.00' 31.54' 63.05' 1314+48.18 1315+11.23
623,285.48 600.00' 38.96' 77.82' 1316+58.18 1317+36.00
623,277.24 540.00' 80.29' 159.42' 1317+43.92 1319+03.34
623,330.85 750.00' 83.76' 166.82' 1319+73.99 1321+40.81
623,390.99 600.00' 42.91' 85.66' 1321+51.59 1322+37.26
623,459.22 6270.00' 94.37' 188.73' 1323+13.40 1325+02.13
623,532.47 2970.00' 110.95' 221.80' 1325+02.15 1327+23.95
623,667.24 3520.00' 205.61' 410.76' 1327+24.17 1331+34.93
623,948.12 1020.00' 8.34' 16.68' 1338+06.49 1338+23.17
624,004.32 980.00' 13.56' 27.12' 1339+70.24 1339+97.36
624,069.52 2590.00' 113.26' 226.37' 1340+83.28 1343+09.66
624,128.16 1170.00' 51.55' 103.03' 1344+08.82 1345+11.85
624,159.95 1760.00' 37.00' 73.99' 1346+57.80 1347+31.79
624,170.98 315.00' 17.01' 34.00' 1347+40.04 1347+74.04
624,176.24 30.00' 7.92' 15.48' 1348+24.29 1348+39.77
624,119.70 70.00' 18.23' 35.47' 1349+44.81 1349+80.29
624,126.71 70.00' 11.23' 22.26' 1350+66.26 1350+88.52
624,205.99 165.00' 26.52' 52.59' 1352+65.18 1353+17.76
624,236.04 1930.00' 134.82 269.20' 1356+56.62 1359+25.81
624,194.39 6505.00' 199.18' 398.23' 1361+16.97 1365+15.20
624,188.86 410.00' 31.45' 62.78' 1365+89.12 1366+51.90
624,169.93 470.00' 51.87' 103.31' 1366+79.62 1367+82.93
624,195.46 3250.00' 1367+87.47 1377+20.62
624,363.96 520.00' 41.07' 81.97' 1377+21.29 1378+03.25
624,410.84 480.00' 51.57' 102.75' 1378+09.63 1379+12.38
624,438.69 520.00' 29.49' 58.91' 1379+32.36 1379+91.27
624,552.43 980.00' 13.66' 27.31' 1382+45.47 1382+72.78
624,709.17 980.00' 11.28' 22.56' 1386+87.38 1387+09.93
624,758.53 1020.00' 22.58' 45.15' 1388+23.42 1388+68.57
624,848.19
625,039.21
1380.00' 67.16' 67.16' 1390+17.05 1391+51.26
320.00' 208.96' 370.22' 1395+46.24 1399+16.46
625,289.73 - - - - -
1,550,124.27
1,550,224.06
1,550,497.18
1,550,598.23
1,550,975.97
1,551,059.91
1,551,145.60
1,551,290.07
1,551,906.48
1,552,773.55
1,552,990.55
1,553,117.45
1,553,345.95
1,553,469.54
1,553,671.75
1,553,863.58
1,554,150.26
1,554,990.05
1,555,149.40
1,555,351.91
1,555,609.28
1,555,841.62
1,555,902.90
1,555,977.90
1,556,096.16
1,556,211.27
1,556,410.47
1,556,909.76
1,557,433.25
1,557,737.76
1,557,847.16
1,558,372.76
1,558,855.75
1,558,942.96
1,559,040.09
1,559,314.82
1,559,725.46
1,559,864.28
1,560,084.99
1,560,728.31
156,0759.85
469.81' 933.15'
834.72'
238.11'
625,990.72 1,550,097.46
10°10'52.07"
0°18'21.29"
52°34'15.58"
7°25'52.04"
3°43'26.81"
0°36'42.59"
3°48'56.45"
3°35'12.50"
15°40'59.05"
0°18'21.29"
1°55'29.25"
9°01'52.81"
16°27'03.58"
6°29'27.53"
12°15'53.33"
3°30'27.32"
7°59'29.82"
12°35'40.09"
8°46'22.89"
66°17'16.87"
1°19'07.25"
1°35'49.09"
5°34'19.77"
2°32'10.40"
18°15'38.69"
4°16'44.16"
1°43'28.74"
0°56'12.57"
6°41'09.82"
16°54'53.58"
8°10'49.30"
12°44'39.85"
29°34'07.42"
6°11'00.87"
18°13'14.55"
29°02'09.06"
5°00'27.92"
1°35'07.45"
2°24'30.94"
5°02'43.54"
DISTANCE BEARING
N73°27'45"E
N67°53'25"E
N70°25'36"E
N69°06'28"E
N67°30'39"E
N74°00'07"E
N61°44'14"E
N70°46'06"E
N87°13'10"E
S80°11'10"E
S88°57'33"E
S85°27'06"E
N86°33'25"E
N68°17'46"E
N86°31'00"E
S64°26'50"E
N85°59'02"E
N79°48'01"E
N82°12'32"E
N77°09'49"E
N72°09'21"E
N70°34'13"E
N71°30'26"E
N64°49'16"E
N69°06'00"E
N70°49'29"E
N72°13'58"E
N64°03'08"E
N76°47'48"E
S86°17'18"E
N86°16'50"E
S89°59'43"E
S37°25'28"E
S27°14'36"E
S27°32'57"E
S26°56'14"E
S27°14'36"E
S29°10'05"E
S44°51'04"E
S48°40'01"E
147.90
394.98
148.48
113.49
414.60
254.20
19.98
6.38
0.67
4.54
27.72
73.92
191.16
338.86
176.66
85.97
105.04
50.25
8.25
145.95
99.16
85.92
147.07
671.56
0.22
0.02
76.14
10.78
70.65
7.92
146.95
0.82
60.22
193.60
145.18
145.18
806.10
31.80
128.26
1.66
N 625,000
E ,0
E ,0
N 628,000
N 627,000
N 626,000
N 624,000
N 623,000
N 622,000 E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
E ,0
SCALE: 1 IN = 400 FT
CONTROL LINE
CONTROL LINE
J .U
F .O
L .D
N
D I R T
SANTA ANA RIVER TRAIL
M A
N H
O L
E
W A
T E
R
W
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
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D R
A W
N B
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A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
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E N
O
S U
B M
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T E
D B
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A C
T
IN
G C
H
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F
D E
S
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N B
R A
N C
H
12345678
A
B
C
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A
B
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7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
Y
SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
Y
C A
L
IF
O R
N
IA
A P
P R
O X M
IL
E E
A S
T O
F G
Y P
S U
M C
A N
Y O
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O A
D B
R
ID
G E
(A P
P R
O X /4 M
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E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
380380
380380
1289+00 1290+00 1291+00 1292+00 1293+00 1294+00 1295+00 1296+00 1297+00 1298+00
P V
C
.9
P V I .9
E L .1
L = 50.00'
P V
C
.0
E le v
.8
P V I .0
E L .1
P V
T
.0
E le v
.9
P V
C
.0
E le v
.2
P V I .0
E L .0
P V
T
.0
E le v
.1
L = 50.00' L = 50.00'
E le v
.4
P V
T
.9
E L .9
S=0 .62%
S= 1.20% S= -0.90%
GROUTED STONE
BIKEWAY
DG TRAIL
LEGEND:
RIPRAP
CONCRETE
PROFILE
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
PLAN
SCALE 1 IN = 50 FT
EL 355.73
EL 321.44
STONE
TOE OF GROUTED
EL 326.38
S=0.42%
S=0.55%
STONE
TOE OF GROUTED
CONTROL LINE
EXCAVATION
BOTTOM OF
1.
4.
REFERENCE NOTES:
5.
6.
6.
7.
3.
C-03
AS SHOWN
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
S T
A .0
S T
A .0
EL 358.83
EL 363.91
INSTALL CABLE FENCE.
TCE
CONSTRUCTION NOTES:
GENERAL NOTES:
H :1
V
TOP OF GROUTED STONE
BOTTOM OF RIPRAP /
FLOW
RAMP
N
N
,0
0E 1,551,000N
,5
S T
A .0
EL 351.74
E L
.6
L A P
A L
M A A
V E
WOLF CIFFART
EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-03.
TOP OF RIPRAP
TCE
FOR ACCESS RAMP DETAILS, SEE SHEET C-23.
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C
2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.
PROJECTED ONTO PROFILE.
SIDE DRAIN, AND CABLE FENCE ARE
1. TOP AND TOE OF GROUTED STONE, ACCESS RAMP,
.5
H :1
V
FOR CABLE FENCE DETAILS, SEE SHEET M-01.
(TYP)
BIKEWAY
(TYP)
DG TRAIL
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
CONSTRUCT GROUTED STONE PER PLAN.
CONSTRUCT BIKEWAY PER PLAN.
CONSTRUCT RIPRAP.
3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.
4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.
8.
9.
H :1
V
PI(7 )
PI(6 )
PI(5 )
2.
-I
N D
IA
R
C P
PI(8 )
CONSTRUCT DG TRAIL PER PLAN.
SEE SHEET C-18.
FOR BIKEWAY AND DECOMPOSED GRANITE TRAIL DETAILS,
FOR SIDE DRAIN, SEE SHEETS SD-01 THROUGH SD-17.
S=
S T
A .9
-I
N D
IA
R
C P
E L
.3
S= 0.62%
FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.
ALONG CONTROL LINE
EXIST. GRADE
ALONG CONTROL LINE
DESIGN GRADE
LIMITS
EXCAVATION
AREA
TURN AROUND
40-FT X 40-FT
EL 352.69
STA. 1290+67.70
SEE SHEETS T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.
FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.
FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.
C-29.
FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH
J .U re n a
L .D o
J .U re n a
(PIP)
GAS LINE
EXIST. 8 IN
R O
A D R /W
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
SCALE: 1''= 50'
ACCESS RAMP
CONCRETE
CONSTRUCT CONCRETE ACCESS RAMP PER PLAN.
ASPH
C
A T T E R E
D
B R
U S
H
D E
N
V
G E T
A T I
O N
M A
N H
O L E
W A T E R
W
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
A C
T
IN
G C
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IE
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D E
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N B
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N C
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B
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SHEET
Plot Date:
C O
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S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
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K E
D B
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SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
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C A
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IF
O R
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IA
A P
P R
O X M
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E E
A S
T O
F G
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A N
Y O
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ID
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(A P
P R
O X /4 M
IL
E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
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IN
S T
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C H
U C
K M
E S
A P .E
380380
380380
1298+00 1299+00 1300+00 1301+00 1302+00 1303+00 1304+00 1305+00 1306+00 1307+00
P V
C
.0
P V I .0
E L .8
P V
T
.0
L = 50.00'
E L .6
E L .9
S= 0.81%
S= 0.36%
GROUTED STONE
BIKEWAY
DG TRAIL
LEGEND:
RIPRAP
N
PROFILE
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
PLAN
SCALE 1 IN = 50 FT
EL 355.73
EL 326.38
EL 359.47
EL 331.32
S=0.42%
S=0.55%
STONE
TOE OF GROUTED
H :1
V
1.
4.
REFERENCE NOTES:
5.
6.
7.
3.
C-04
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
S T
A .7
STONE
TOE OF GROUTED
EL 363.86
EL 368.59
TCE
CONSTRUCTION NOTES:
GENERAL NOTES:
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
STAGING AREA
E
N
E
5 INSTALL CABLE FENCE.
FLOW
N
-I
N
IA
R
P S
T A
.7
TCE
L A P
A L
M A A
V E
WOLF CIFFART
EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-04.
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C
.5
H :1
V
2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.
ARE PROJECTED ONTO PROFILE.
1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND CABLE FENCE
FOR CABLE FENCE DETAILS, SEE SHEET M-01.
(TYP)
BIKEWAY
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
CONSTRUCT GROUTED STONE PER PLANS.
CONSTRUCT RIPRAP.
3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.
4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.
9.
8.
PI(9)
2.6 -I
N D
IA
R
SEE SHEET C-18.
FOR BIKEWAY AND DECOMPOSED GRANITE TRAIL DETAILS,
FOR SIDE DRAIN, SEE SHEETS SD-01 THROUGH SD-17.
L = 50.00'
X
B
FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.
LINE
CONTROL
LIMIT
EXCAVATION
EXCAVATION
BOTTOM OF
ALONG CONTROL LINE
EXIST. GRADE
AND TOP OF RIPRAP
ALONG CONTROL LINE
DESIGN GRADE
A
CONCRETE RAMP
REMOVE EXISTING
AND GATE
CHAINLINK FENCE
REMOVE EXISTING
CONSTRUCT BIKEWAY PER PLANS.
CONSTRUCT DG TRAIL PER PLAN.
D
STAGING AREA
R O
A D R
O
W SEE SHEETS T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.
FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.
FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.
C-29.
FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH
J .U re n a
L .D o
J .U re n a
SEE SHEET M-07
EXISTING FEATURES,
(PIP)
GAS LINE
EXIST. 8 IN
ACCESS
DRIVEWAY
EXISTING
(TYP)
DG TRAIL
RIPRAP
TOP OF
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
SCALE: 1''= 50'
DIRT
SCATTERED BRUSH
355.
357.
359.
357.
361.
358.
361.
357.
357.
371.
356.
MW
MANHOLE_WATER
W
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
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S Y
M B
O L
D E
S C
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T
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N S
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V
IS
IO
N S
D
IS
T R
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T F
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E N
O
S U
B M
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T E
D B
Y
A C
T
IN
G C
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D E
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IG
N B
R A
N C
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12345678
A
B
C
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12345678
A
B
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7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
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SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
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O R
A N
G E C
O U
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C A
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IF
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E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
390390
390390
1307+00 1308+00 1309+00 1310+00 1311+00 1312+00 1313+00 1314+00 1315+00 1316+00
P V
C
.0
P V I .0
E L .7
P V
T
.0
P V
C
.0
P V I .0
E L .1
P V
T
.0
P V
C
.0
P V I .0
E L .7
P V
T
.0
S= -0.27%
L = 50.00'
L = 50.00' L = 50.00'
E L .6
E L .9
E L .9
E L .0
E L .7
E L .8
S= 0.67% S= 0.67%
S= 0.36%
GROUTED STONE
BIKEWAY
DG TRAIL
LEGEND:
RIPRAP
PROFILE
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
PLAN
SCALE 1 IN = 50 FT
EL 359.47
EL 331.32
EL 363.20
EL 336.27
STONE
TOE OF GROUTED
4.
REFERENCE NOTES:
5.
7.
3.
S=0.42%
S=0.55%
STONE
TOE OF GROUTED
EXCAVATION
BOTTOM OF
C-05
AS SHOWN
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
S T
A .0
EL 368.59
EL 373.05
TCE
CONSTRUCTION NOTES:
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
N 62 3,50
E
INSTALL CABLE FENCE.
FLOW
N
E
S T
A
.0
-I
N D
IA
R
C P
TCE
LINE
CONTROL
L A P
A L
M A A
V E
WOLF
CIFF
ART
TOP OF RIPRAP
EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-05.
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.
CABLE FENCE ARE PROJECTED ONTO PROFILE.
1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND
.5
H :1
V
H :1
V
FOR CABLE FENCE DETAILS, SEE SHEET M-01.
6.
(TYP)
BIKEWAY
(TYP)
DG TRAIL
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP
CONSTRUCT GROUTED STONE PER PLANS.
CONSTRUCT RIPRAP.
9.
8.
3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.
4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.
FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.
PI(10)
SEE SHEETS, T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
1.
2.
-I
N D
IA
R
X
A
LIMITS
EXCAVATION
ALONG CONTROL LINE
DESIGN GRADE
ALONG CONTROL LINE
EXIST. GRADE
CONSTRUCT BIKEWAY PER PLANS.
CONSTRUCT DG TRAIL PER PLAN.
FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.
GENERAL NOTES:
SEE SHEETS T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.
R O
A D R /W
FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.
C-29.
FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH
FOR SIDE DRAINS, SEE SHEETS SD-01 THROUGH SD-17.
J .U re n a
L .D o
J .U re n a
SEE SHEET M-07
EXISTING FEATURES,
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
I
P E
DIRT
DENSE VEGETATION
357.4
356.8
355.6
360.6
360.6
358.9
357.7
357.5
359.2
359.0 369.1
357.6
357.1
373.0
374.9
361.3
363.0
375.9
359.2
362.5
376.1
357.9
357.0
349.7 342.0 344.5
MANHOLE_SEWER
MANHOLE_WATER
MANHOLE_SEWER
S
S
W
380 380 S
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
A C
T
IN
G C
H
IE
F
D E
S
IG
N B
R A
N C
H
12345678
A
B
C
D
12345678
A
B
C
D
7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
Y
SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
Y
C A
L
IF
O R
N
IA
A P
P R
O X M
IL
E E
A S
T O
F G
Y P
S U
M C
A N
Y O
N R
O A
D B
R
ID
G E
(A P
P R
O X /4 M
IL
E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
390390
390390
1316+00 1317+00 1318+00 1319+00 1320+00 1321+00 1322+00 1323+00 1324+00 1325+00
P V
C
.0
E le v
.5
P V I .0
E L .8
P V
T
.0
E le v
.6
P V
C
.1
E le v
.3
P V I .1
E L .1
P V
T
.1
E le v
.1
P V
C
.7
E le v
.1
P V I .7
E L .1
P V
T
.7
E le v
.3
P V
C
.8
E le v
.4
P V I .8
E L .7
P V
T
.8
E le v
.6
L = 100.00'
L = 100.00' L = 100.00'L = 100.00'
S= 0.67%
S= -4.49% S= 0.00%
S= -0.20%
S= 6.4
7%
GROUTED STONE
BIKEWAY
DG TRAIL
LEGEND:
RIPRAP
PROFILE
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
SCALE 1 IN = 50 FT
ALONG CONTROL LINE
APPROX. EXIST. GRADE
STONE
TOE OF GROUTED
LIMITS
EXCAVATION
APPROX.
EXCAVATION
BOTTOM OF
H :1
V
CONTROL LINE
4.
REFERENCE NOTES:
5.
6.
7.
3.
C-06
AS SHOWN
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
TCE
TCE
CONSTRUCTION NOTES:
GENERAL NOTES:
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
AND TOP OF RIPRAP
ALONG CONTROL LINE
APPROX. DESIGN GRADE
N
E ,5
,0
N 623,500
E ,5
,5
PLAN
S T
A
.2
-I
N D
IA
R
C P
S T
A
.0
-I
N D
IA
R
C P
S T
A
.0
-I
N D
IA
R
C P S
ID
E D
R A
IN
FLOW
EL 366.86
EL 336.27
EL 363.20
EL 373.05
EL 375.02
LINE
CONTROL
L A P
A L
M A A
V E
WOLF CIFFART
TOP OF RIPRAP
(P.I.P.)
16-IN SEWER LINE
EXISTING
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
S T
A
.2
(P.I.P.)
16-IN SEWER LINE
PROJECTED EXISTING
(P.I.P.)
MANHOLE
EXISTING
PROJECTED
(P.I.P.)
MANHOLE
EXISTING
PROJECTED
(P.I.P.)
MANHOLE
EXISTING
P.I.P.
EXISTING RAMP
SEWER LINE ARE PROJECTED ONTO PROFILE.
1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND CABLE FENCE,
.5
H :1
V
2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.
INSTALL CABLE FENCE.
FOR CABLE FENCE DETAILS, SEE SHEET M-01.
(TYP)
BIKEWAY
(TYP)
DG TRAIL
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP
CONSTRUCT GROUTED STONE PER PLANS.
CONSTRUCT RIPRAP.
8-FT (TYP)
DG TRAIL
9.
8.
3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.
4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.
STONE
TOE OF GROUTED
EL 340.98
PI(14 )
PI(13 )PI(12 )
PI(15)
PI(16)
PI(11 )
1.
2.
-I
N D
IA
R
FOR SIDE DRAIN, SEE SHEETS SD-01 THROUGH SD-17.
REST STOP DETAIL, SEE SHEET C-21
X
FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.
J
IN
CONSTRUCT BIKEWAY PER PLANS.
EXTEND SIDE DRAIN STRUCTURE PER SHEET SD06 AND SD-07.
S=0.52%
S=0.41%
EL 340.50
STA. 1323+71.00
GRADE BREAK
EL 366.40
STA. 1323+71.00
GRADE BREAK
INSTALL INCLINOMETER.13
CONSTRUCT 8 FT DG TRAIL PER PLAN.
M
SEE SHEETS T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.
FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.
FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.
C-29.
FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH
S=0.41%
J .U re n a
L .D o
J .U re n a
SEE SHEET M-07
EXISTING FEATURES,
LK
(P.I.P.)
MANHOLE
EXISTING
(PIP)
GAS LINE
EXIST. 8 IN
R O
A D R /W
CONSTRUCT DG TRAIL PER PLAN.
B
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
363.0 361.3
375.2
362.9
374.5
375.2
374.9 374.6
362.9
367.8
362.4
362.9
363.3
366.0
391.03
HV-03
MANHOLE_WATER
MANHOLE_SEWER
MANHOLE_SEWER
S
S
W
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
A C
T
IN
G C
H
IE
F
D E
S
IG
N B
R A
N C
H
12345678
A
B
C
D
12345678
A
B
C
D
7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
Y
SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
Y
C A
L
IF
O R
N
IA
A P
P R
O X M
IL
E E
A S
T O
F G
Y P
S U
M C
A N
Y O
N R
O A
D B
R
ID
G E
(A P
P R
O X /4 M
IL
E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
390390
390390
1325+00 1326+00 1327+00 1328+00 1329+00 1330+00 1331+00 1332+00 1333+00 1334+00
P V
C
.0
E le v
.4
P V I .0
E L .3
P V
T
.0
E le v
.4
P V
C
.0
E le v
.2
P V I .0
E L .3
P V
T
.0
E le v
.2
L = 50.00' L = 50.00'
S= -0.20% S= 0.46% S= -0.25%
GROUTED STONE
BIKEWAY
DG TRAIL
LEGEND:
RIPRAP
PROFILE
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
PLAN
SCALE 1 IN = 50 FT
EL 366.86
EL 340.98
EL 370.07
EL 344.30
STONE
TOE OF GROUTED
STONE
TOE OF GROUTED
H :1
V
EXCAVATION
BOTTOM OF
CONTROL LINE
4.
REFERENCE NOTES:
5.
6.
7.
3.
C-07
AS SHOWN
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
S T
A .5
S=0.37%
S=0.36%
EL 375.02
EL 374.43
INSTALL CABLE FENCE.
TCE
GENERAL NOTES:
CONSTRUCTION NOTES:
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
E
E
FLOW
N
N 623,500
S T
A
.5
-I
N
P
L A P
A L
M A A
V E
WOLF CIFFART
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C
A M
A T
C H L
IN
E S
E E S
H E
E T C
(P.I.P.)
MANHOLE
EXISTING
PROJECTED
(P.I.P.)
MANHOLE
EXISTING
PROJECTED
(P.I.P.)
16-IN SEWER LINE
PROJECTED EXISTING
SEWER LINE ARE PROJECTED ONTO PROFILE.
1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND CABLE FENCE,
2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.
EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-08.
.5
H :1
V
FOR CABLE FENCE DETAILS, SEE SHEETS M-01.
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
CONSTRUCT GROUTED STONE PER PLANS.
CONSTRUCT RIPRAP.
3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.
4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.
9.
8.
PI(18 )
PI(17)
1.
2.
(P.I.P)
GRATE
METAL
PIPE
REPLACE
HEREON
SEE DETAIL "A"
(P.I.P)
MANHOLE
EXISTING
CONSTRUCT DG TRAIL PER PLAN.
SEE SHEET C-18.
FOR BIKEWAY AND DECOMPOSED GRANITE TRAIL DETAILS,
FOR SIDE DRAINS, SEE SHEETS SD-01 THROUGH SD-17.
C-29.
FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH
-I
N D
IA
R
FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.
(P.I.P.)
CONCRETE RAMP
EXISTING
B
B
N.T.S.
DETAIL "A"
B E
G
IN
C
U R
B
E N
D C
U R
B
(P.I.P.)
SEWER LINE
EXISTING
DG
BIKEWAY
N.T.S.
SECTION B-B
AND TOP OF RIPRAP
ALONG CONTROL LINE
DESIGN GRADE
ALONG CONTROL LINE
EXIST. GRADE
LIMITS
EXCAVATION
(P.I.P.)
PIPE
EXISTING
CONSTRUCT BIKEWAY PER PLANS.
(P.I.P.)
SIGN
POSTED
EXISTING
(P.I.P)
16-IN SEWER LINE
EXISTING
TCE
RIPRAP
TOP OF
DG
ABC
(P.I.P.)
CONCRETE PAD
EXISTING
FOR TCE COORDINATE POINTS, SEE SHEETS, T-07, T-08, AND T-09.
SEE SHEETS T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.
FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.
R O
A D R /W
J .U re n a
L .D o
J .U re n a
(P.I.P.)
MANHOLE
EXISTING
(PIP)
GAS LINE
EXIST. 8 IN
(TYP)
DG TRAIL
(TYP)
BIKEWAY
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
1.
2.
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
A C
T
IN
G C
H
IE
F
D E
S
IG
N B
R A
N C
H
12345678
A
B
C
D
12345678
A
B
C
D
7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
Y
SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
Y
C A
L
IF
O R
N
IA
A P
P R
O X M
IL
E E
A S
T O
F G
Y P
S U
M C
A N
Y O
N R
O A
D B
R
ID
G E
(A P
P R
O X /4 M
IL
E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
J .U re n a
L .D o
J .U re n a
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
SCALE: 1''= 50'
STONE
TOE OF GROUTED
EXCAVATION
BOTTOM OF
361.0
362.9
363.0
363.5
363.6
364.5
364.8
365.1
365.1
366.1 366.8
369.6
SCATTERED BRUSH
373.6 374.3
H :1
V
374.6
TCE
MANHOLE_WATER
W
390390
390390
1334+00 1335+00 1336+00 1337+00 1338+00 1339+00 1340+00 1341+00 1342+00 1343+00
P V
C
.6
P V I .6
E L .6
P V
T
.6
S= -0.20%
L = 50.00'
E L .8
E L .7
S= 0.81%S T
A
.3
-I
N D
IA
R
C P
EL 347.62
EL 373.27
EL 344.30
S= 0.37%
S= 0.36%
TCE
(TYP)
DG TRAIL
.5
H :1
V
SCALE 1 IN = 50 FT
1.
4.
REFERENCE NOTES:
5.
6.
7.
3.
C-08
AS SHOWN
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
STONE
TOE OF GROUTED
INSTALL CABLE FENCE.
TCE
CONSTRUCTION NOTES:
GENERAL NOTES:
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
PLAN
S T
A
.3
LINE
CONTROL
FLOW
EL 370.07
EL 378.63
EL 374.43
PROFILE
N
L A P
A L
M A A
V E
WOLF CIFFART
TOP OF RIPRAP
EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-09.
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C
A M
A T
C H L
IN
E S
E E S
H E
E T C
2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.
ARE PROJECTED ONTO PROFILE.
1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND CABLE FENCE
(TYP)
BIKEWAY
STONE
TOP OF GROUTED
BOTTOM OF RIPRAP/
CONSTRUCT GROUTED STONE PER PLANS.
CONSTRUCT RIPRAP.
3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.
4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.
9.
8.
PI(20 )
PI(19 )
PI(21 )
2.
SEE SHEET C-18.
FOR BIKEWAY AND DECOMPOSED GRANITE TRAIL DETAILS,
FOR SIDE DRAIN, SEE SHEETS SD-01 THROUGH SD-17.
C-29.
FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH
MEDIAN
EXISTING
FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.
CONSTRUCT BIKEWAY PER PLANS.
CONSTRUCT DG TRAIL PER PLAN.
ALONG CONTROL LINE
EXIST. GRADE
AND TOP OF RIPRAP
ALONG CONTROL LINE
DESIGN GRADE
E
N 624,000
-I
N D
IA
R
C P
R O
A D R /W
FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.
FOR CABLE FENCE DETAILS, SEE SHEET M-01.
FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.
LINE
CONTROL
(PIP)
GAS LINE
EXIST. 8 IN
LIMITS
EXCAVATION
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
SEE SHEETS T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.
GROUTED STONE
BIKEWAY
DG TRAIL
LEGEND:
RIPRAP
374.4
368.7 369.1
370.5
370.7
370.1
371.6
373.6
380380
0 1
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
A C
T
IN
G C
H
IE
F
D E
S
IG
N B
R A
N C
H
12345678
A
B
C
D
12345678
A
B
C
D
7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
Y
SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
Y
C A
L
IF
O R
N
IA
A P
P R
O X M
IL
E E
A S
T O
F G
Y P
S U
M C
A N
Y O
N R
O A
D B
R
ID
G E
(A P
P R
O X /4 M
IL
E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
400400
400400
1352+00 1353+00 1354+00 1355+00 1356+00 1357+00 1358+00 1359+00 1360+00 1361+00
P V
C
.8
P V I .8
E L .3
P V
T
.8
P V
C
.1
P V I .1
E
L .5
P V
T
.1
P V
C
.0
P V I .0
E L .2
P V
T
.0
P V
C
.6
P V I .6
E L .4
P V
T
.6
S= -6.25%
L = 100.00' L = 50.00'
L = 50.00'
L = 50.00'
E L .3
E L .5
E L .2
E L .1
E L .2
E L .5
E L .1
E L .5
S= 9.
S= -.16% S= 1.17%
S= 0.20%
GROUTED STONE
LEGEND:
RIPRAP
CONCRETE
MAINTENANCE ROAD
PROFILE
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
PLAN
SCALE 1 IN = 50 FT
S=0.36%
S=0.37%
STONE
TOE OF GROUTED
C-10
AS SHOWN
FLOW
1.
4.
REFERENCE NOTES:
5.
6.
3.
STONE
TOE OF GROUTED
CONTROL LINE
H :1
V
EXCAVATION
BOTTOM OF
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
S T
A .7
EL 377.37
EL 350.95
EL 379.69
EL 354.27
EL 376.48
E L
.5
G R
A D
E B
R E
A K
S T
A
EL 384.06
INSTALL CABLE FENCE.
TCE
TCE
GENERAL NOTES:
CONSTRUCTION NOTES:
STAGING AREA
E
E
N
-I
N R
C P
S T
A .7
L A P
A L
M A A
V E
WOLF CIFFART
TOP OF RIPRAP
EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-11.
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C -1
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
9 S
ID
E D
R
IN
-I
N D
IA
R
C P
BOUNDARY
ORANGE GROVE
EXISTING
TCE
.5
H :1
V
2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.
PROJECTED ONTO PROFILE.
1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND CABLE FENCE ARE
(TYP)
MAINTENANCE ROAD
CONSTRUCT GROUTED STONE PER PLANS.
CONSTRUCT RIPRAP.
3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.
4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.
7.
8.
PI(29 )
PI(28)
1.1.
2.
CONSTRUCT MAINTENANCE ROAD.
8 CONSTRUCT CONCRETE RAMP.
FOR SIDE DRAINS, SEE SHEETS SD-01 THROUGH SD-17.
C-29.
FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH
J
X
FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.
ALONG CONTROL LINE
DESIGN GRADE
ALONG CONTROL LINE
EXIST. GRADE
TOP OF GROUTED STONE
BOTTOM OF RIPRAP/
LIMIT
EXCAVATION
TOP OF GROUTED STONE
BOTTOM OF RIPRAP/
AC
EXISTING
ACCESS
PROJECT
SEE S
HEET C
-22
DETAIL
S,FOR U
NDERCROSS
ING
M A
T C
H E
X
IS
T
IN
G A
C
E N
D M
A
IN
T E
N A
N C
E R
O A
D
S T
A
.0
E X
IS
T
IN
G G
A T E
R E
M O
V E A
N D R
E P
L A
C E
B E
G
IN
M
A
IN
T E
N A
N C
E R
O A
D
E N
D C
O N
C R
E T E R
A M
P
S T
A
.8
STAGING AREA
R O
A D R /W
SEE SHEETS T-05 AND T-06.
FOR SURVEY CONTROL POINTS, AND CURVE DATA,
FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.
FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.
FOR CABLE FENCE DETAILS, SEE SHEET M-01.
FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.
ORANGE GROVE
J .U re n a
L .D o
J .U re n a
SEE SHEET M-07
EXISTING FEATURES,
GAS LINE (PIP)
EXIST. 8 IN
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
SCALE: 1''= 50'
EL. 380
RIPRAP TO
375.0
375.1
376.9
386.7
374.2
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
A C
T
IN
G C
H
IE
F
D E
S
IG
N B
R A
N C
H
12345678
A
B
C
D
12345678
A
B
C
D
7/28/2016
SHEET
Plot Date:
C O
R P
S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C H
E C
K E
D B
Y
SCALE:
S P
E C
N O
W P
L -1
-B -0
L S
A R
R P
H
B C
.d g n
F
IL
E N
A M
E
O R
A N
G E C
O U
N T
Y
C A
L
IF
O R
N
IA
A P
P R
O X M
IL
E E
A S
T O
F G
Y P
S U
M C
A N
Y O
N R
O A
D B
R
ID
G E
(A P
P R
O X /4 M
IL
E E
A S
T O
F V
IA
L
O M
A S D
E Y
O R
B A W T
O
L O
W E
R S
A N
T A A
N A R
IV
E R C
H A
N N
E L R
E A
C H P
H A
S E
B
S A
N T
A A
N A R
IV
E R M
A
IN
S T
E M
C H
U C
K M
E S
A P .E
400400
400400
1361+00 1362+00 1363+00 1364+00 1365+00 1366+00 1367+00 1368+00 1369+00 1370+00
P V
C
.5
P V I .5
E L .2
P V
T
.5
P V
C
.5
P V I .5
E L .4
P V
T
.5
P V
C
.6
P V I .6
E L .2
P V
T
.6
P V
C
.4
P V I .4
E L .5
P V
T
.4
P V
C
.0
P V I .0
E L .5
P V
T
.0
S= -5.96% S= -0.61%
L = 50.00' L = 50.00'
L = 100.00'
L = 50.00'
E L .2
E L .5
E L .0
E L .2
E L .2
E L .2
E L .5
E L .2
E L .8
E L .6
S= 0.20% S= 1.16%
S= 2.12%
S= 1.20%
GROUTED STONE
LEGEND:
RIPRAP
MAINTENANCE ROAD
STONE
TOE OF GROUTED
C-11
AS SHOWN
HORIZ. SCALE: 1 IN = 50 FT
VERT. SCALE: 1 IN = 10 FT
SCALE 1 IN = 50 FT
1.
4.
REFERENCE NOTES:
5.
6.
3.
STONE
TOE OF GROUTED
CONTROL LINE
H :1
V
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
GENERAL NOTES:
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