HomeMy WebLinkAbout845771 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
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TOTAL PROJECT No SHEETS
INDEX OF SHEETS STATE OF CALIFORNIA os sBd
66y 215 Var I los
1
Sheet
DEPARTMENT OF TRANSPORTATION DEL NORTE SISKIYOU MODOC
No.
Description
TRINITY SHASTA LASSEN
Title and Location Map PROJECT PLANS FOR CONSTRUCTION ON HUMBOLDT
2 - 28 Layouts TEHAMA PLUMAS All
29 - 30 Construction Details
SIERRA al&ans
31 - 57 UtIllty Plans STATE HIGHWAYMENDOCINO GLENN BUTTED NEVADA
LAK
58 - 59 Construction Area Signs COLUSA �J
E � PLACER
60 - 78 Pavement Delineation Plans and Quantities IN SAN BERNARDINO COUNTY YOLO EL DORADO
79 - 82 Summary of Quantities SONOMA NAPA= ok'D
83 - 106
ALPI E
E l e c t r i c a l Plans MAR I N SO TUOLUMNE
AT VARIOUS LOCATIONS
Q CONTTRR A �,PMONO
107 - 1 08 Revised Standard Plans LOSED CPQ �P� MARIPOS
SAN FRANCISCO J 5
SAN MATEO SANTA
To be supplementedy b Standard Plans dated July, 1999 CLARA MERCED �PO�`�k
THE STANDARD PLANS LIST APPLICABLE TO THIS SANTA CRUZ SAN
CONTRACT IS INCLUDED IN THE NOTICE TO BEN IT FRESNO INYO
CONTRACTORS AND SPECIAL PROVISIONS BOOK. E) TULARE
MONTEREY
KINGS
x SALUIS
OBISPO KERN
SAN BERNARDINO
SANTA
BARBARA
LOS ANGELE
VENTURA
LOCATION MAPORANGE RIVERSIDE
a
0
SAN DIEGO IMPERIAL
The State of Calif orni a or its officers or agents shall not be responsible for the accuracy
or completeness of electronic copies of this plan sheet.
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ROUTE 38 DATE COMPLETED 01 -24-02
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BEGIN CONSTRUCTION
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DGN FILE _> 845771 _0001 _a0loasb
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
NOTE
109 309 08 SBd
TOTAL J NoSHEETS
FOR COMPLETE RIGHT OF WAY DATA, SEE 66 215 V a r- 17 108
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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
NOTE
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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
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NOTES
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CURB RAMPS AND SIDEWALKS. 2% WARP TO MATCH EXIST REG I STE ED CIVIL ENGINEER eR oN4
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FOR THE CROSS SLOPE AND PROFILE GRADE. STOKES
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The State of California or its officers or � xP 3-31 -01
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PLANS APPROVAL DATE Xp3-3 I —0
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3 - 26- 01w No. 18259 m
RESET ROADSIDE SIGN - ONE POST PLANS APPROVAL DATE � X 6-30-01
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DATE COMPLETED 01 -24-02 0 0
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RESIDENT ENGINEER 00
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AND SIGN PLAN � a
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FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => kchen
SCALE IS IN MILLIMETERS I I I I I I DGN F I LE => 845771 _0070_n I I o asb CU 08380 EA 45771 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 109 309 669 Var 77 108
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3-26-01 w No. 18259 m
PLANS APPROVAL DATE � Xp•6-30-01
The State of California or its officers or -
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x RESET OR RELOCATE ROADSIDE SIGN
ONE-POST SIGN TWO-POST SIGN MILEPOST MARKER
LOCATION SIGN CODE RESET RELOCATE RELOCATE RESET COMMENTS
R- 10 I / ONE WAY ' ON WOOD POST
C:) m G- 929 G- 279 STANDARD FREEWAY ENTRANCE SIGN PACKAGE
m
0 4 G- 479 G- 44 1 ON SAME WOOD POST
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Jz W R- 10 I ' ONE WAY ' ON WOOD POST
u- U 5 STREET NAME SIGN I STEEL POST
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U o U 6 STREET NAME SIGN I STEEL POST
7 R- I 2 ' STOP ' ON STEEL POST
8 R- I I ' STOP ' ON STEEL POST
STREET NAME SIGN I STEEL POST
II MILEPOST MARKER
W W STREET NAME SIGN I STEEL POST
X z 12
R- I I STOP , ON STEEL POST
zW STREET NAME SIGN I STEEL POST
W 13
a R- I I ' STOP ' ON STEEL POST
W 14 STREET NAME SIGN I STEEL POST
� 7
0 R- 10 I ' ONE WAY ' ON WOOD POST
0- I R_ II /RIIA I ' DO NOT ENTER ' / ' ONE WAY ' ON WOOD POST
26 R- 18 I ' RIGHT LANE MUST TURN RIGHT ' ON WOOD POST
30
STREET NAME SIGN I WOOD POST
- 1
R I WOOD POST
33 G- 7 I WOOD POST
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36 R- I I WOOD POST
C> Z 38 R- I I WOOD POST
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_< 43 STREET NAME/W- 53 I STEEL POST
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C> G- 929 G- 279 STANDARD FREEWAY ENTRANCE SIGN PACKAGE
x to 44 G- 479 G- 44 3 ON SAME WOOD POST
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TOTAL 4 22 1 1
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DATE COMPLETED 01 -24-02
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FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => kchen
SCALE IS IN MILLIMETERS I I I I I DGN F I LE => 845771 _0077_n 1 8. asb CU 08380 EA 45771 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 109 309 669 Var 78 108
® 215
yof 3 - 1 3 - 0
® ROFESS /�
REGISTERED CIV U ENGINEER woe Nq�
x ¢ DAV I D <�
REYES
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3-26-01 w No. 18259 m
PLANS APPROVAL DATE � xp.6-30-01
The State of California or its officers or �
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agents shall not be responsible for the accuracy J> CIVIL P
mor completeness of electronic copies of this plan 9TF OF CAL
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PAVEMENT MARKING AND STRIPING
THERMOPLASTIC REMOVE THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKER
PAVEMENT MARKING THERMOPLASTIC ( SPRAYABLE ) PEDESTRIAN
LOCATION QUADRANT MARKING DESCRIPTION m2 PAVEMENT I m ( REFLECTIVE ) EA COMMENTS
x AVEMEN MARKING BARRICADE
WHITE YELLOW m2 DETAIL 21 DETAIL 25A DETAIL 27B DETAIL 38A TYPE H EA
EB ON RAMP 2. 7 1
1 300 mm 5
WB OFF RAMP LIMIT LINE Oo8 to I 307 307
EB ON RAMP 300 mm CROSSWALK 8 . 0 1 0 7 1 0 7 1
om 2
w m WB OFF RAMP 300 mm CROSSWALK 9. 6 1 0 8 1 0 9 1
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3 WB ON RAMP 2. 8 206 1
DEB OFF RAMP L IMI T L INE/STOP 7. 4 1 . 4 6. 9 1
Jcn w 4 LIMIT LINE/STOP
aW = WB OFF RAMP 7. 0 6. 0 6. 5 5 . 5
U o U 7 300 mm SCHOOL CROSSWALK 10. 0
14 300 mm LIMIT LINE/STOP 306
15 300 mm LIMIT LINE/STOP 1 . 6
EB OFF RAMP 300 mm CROSSWALK 808
EB ON RAMP 300 mm CROSSWALK 9. 5 3 . 8
W W 21
W WB ON RAMP 300 mm CROSSWALK 9. 7
x z
0 (D WB OFF RAMP 300 mm CROSSWALK 10. 5
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W W 22 EB OFF RAMP 300 mm CROSSWALK 1506
a 23 300 mm CROSSWALK 4401 0. 9 REMOVE CONFLICTING MARKING
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27 300 mm CROSSWALK 10. 3
28 300 mm CROSSWALK 900
30 300 mm LIMIT LINE/STOP 306
31 300 mm CROSSWALK 3006 3004 REMOVE CONFLICTING MARKING
32 300 mm CROSSWALK 704
39 300 mm CROSSWALK 902
Z 40 300 mm CROSSWALK 2306 Ooh REMOVE CONFLICTING MARKING
C> 43 300 mm CROSSWALK
� Z 2108 0o9 REMOVE CONFLICTING MARKING
(� SB ON RAMP 300 mm CROSSWALK 3 . 6 7. 3 2
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44 NB ON RAMP 4 . 4 12. 2 1
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Q W NB OFF RAMP 300 mm CROSSWALK/ARROWS 26 . 7 30 7 6. 6 4 . 2 TYPE I ARROW
0 45 NB OFF RAMP 300 mm LIMIT L INE/STOP 9. 9 5 . 6 5 . 9 5 . 2 1
C> SB ON RAMP 300 mm CROSSWALK 1 20 0 3 . 6 4 . 2 1
46 NB ON RAMP 300 mm CROSSWALK
11 . 6
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c� LL TOTAL 1 1 80 3
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C> DATE COMPLETED 01 -24-02 0
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AND SIGN QUANTITIES Wo
ALL DEMENSIONS ARE IN 0
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SCALE IS IN MILLIMETERS I I I I I DGN F I LE => 845771 _0078_n 1 9. asb CU 08380 EA 45771 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
LEGEND
08 SBd 109 309 669 Var 81 108
® 215
___A ( PW) - TYPE A PASSAGEWAY
10 1 - 2-01 On
® FOF E 0)S �
REGISTE ED CIVIL ENGINEER woe IV4
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3-26-01 w No. 27319 m
MINOR PLANS APPROVAL DATE
0
The State of California or its officers or � XP• 1 -0 1
w CONCRETE ASPHALT ADJUST FRAME
� (CURB, COLD PLANE
agents shall not be responsible for the accuracy s�. CIVIL
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m _ or completeness of electronic copies of this plan TF OF CALCURB CURBCONCRETE AND COVER TO sheet.
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CONCRETE CURB RAMP ) (m2 ) ( tOnn� ( EA )
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w 24 66 UPLAND 50 0 ( 30 1 ) 4TH AVE SE C4 0. 203 1 . 8 1 . 8
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25 66 RANCHO CUCAMONGA 60 7 ( 4 . 2 ) RED HILL CC DR NE C 0. 203 2. 8 3 . 0 870 4 90 1
SW B3 0. 203 2. 2 3 . 6
26 66 RANCHO CUCAMONGA 9. 5 ( 5 . 9 ) MALACHITE AVE
SE C 0. 1 78 2. 9 3 . 0
27 66 FONTANA 25 . 1 ( 1 5 0 6 ) MANGO AVE NE El 0. 203 3 . 8 3 0 4 60. 5 6. 3
x
SW B3 0. 229 0. 5 3 . 2 56 . 6 5 . 9
28 66 FONTANA 250 9 ( 1 60 1 ) TAMARIND AVE
SE B3 0. 1 78 2. 5 2. 4
NW B3 0. 203 0. 4 3 . 4
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29 66 FONTANA 270 2 ( 1 60 9 ) LOCUST AVE
m NE E2 0. 203 30 4 3 . 6
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az NW E3 0. 1 78 0. 2 1 0 4
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590 3 60
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JC/) w 30 66 RIALTO 270 6 ( 17. 1 ) MAPLE AVE NE E3 0. 1 52 0. 2 1 0 9
aw =
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SE E3 0. 203 0. 2 20 1
31 66 RIALTO 290 6 ( 180 4 ) CACTUS AVE SE E3 0. 127 0. 2 6. 0
NW E2 0. 203 2. 3 3 . 5
32 66 RIALTO 300 0 ( 18 . 6 ) L I LAC AVE 44 . 6 4 . 6
W W NE B5 0. 203 1 0 5 1 0 9
W �
x- - - 33 66 RIALTO 300 2 ( 18 . 8 ) M I LLARD AVE SW E2 0. 1 78 3 . 0 2. 9
0 o
w 34 66 RIALTO 300 3 ( 18 . 8 ) CL I FFORD AVE SW E2 0. 1 78 1 0 5 1 . 4
0 NW B4 0. 203 2. 6 2. 6
W •
W W 35 66 RIALTO 300 4 ( 18 . 9 ) W I LLOW AVE
0 SE B3 0. 203 3 . 0 3 . 0
36 66 RIALTO 300 7 ( 19. 1 ) ORANGE AVE SE E2 0. 076 1 . 1 1 . 1
37 66 RIALTO 300 8 ( 19. 1 ) R I VERS I DE AVE S (MED) A ( PW) 0. 076 0. 3 0. 9
38 66 RIALTO 3 1 . 0 ( 19. 3 ) DATE AVE SE C 0. 203 3 . 8 3 . 9
NW B4 0. 254 3 . 1 3 . 1 57. 0 50 9 1
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C> W 39 66 RIALTO 3 1 0 2 ( 1 90 4 ) SYCAMORE AVE SW B4 0. 1 78 2. 5 2. 7
~ SE B3 0. 203 3 . 0 3 . 2
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0 0 40 66 RIALTO 3 1 0 6 ( 1 90 6 ) ACACIA AVE SW B4 0. 203 3 . 1 3 . 2
x Cl-
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41 66 RIALTO 320 0 ( 200 0 ) EUCALYPTUS AVE NW E2 0. 1 27 1 0 5 1 0 4 45 . 7 40 8
C= W
LL.. > 42 66 SAN BERNARD I NO 320 8 ( 200 4 ) MERIDIAN AVE SE C 0. 203 2. 3 2. 5
C> LV
SW E2 0. 127 Io4 1 . 9
Lu 0 43 66 SAN BERNARD I NO 33 0 7 ( 200 9 ) MACY ST
SE E2 0. 1 78 2. 4 4 . 0
NB OFF - E C3 0. 229 0. 4 I o 8 7 1 0 7 70 4
W V N
oW NB ON - MED A ( PW) 0. 1 52 1 . 1 1 0 0
N
m
Q NB ON - W C3 0. 203 1 . 1 1 5 0 2 5 1 0 2 5 . 3 WQ 44 2 1 5 90 0 ( 50 6 ) INLAND CENTER DR
z � SAN BERNARDINO -
ocAS BU I LT
SB ON E C5 0. 203 1 0 0 1 0 0 21 0 5 2. 2
NO CORRECTIONS ON THIS SHEET
SB ON - MED A ( PW) 0. 127 1 0 4 1 . 3 DATE COMPLETED 01 -24-02
WW
00
SB ON - W E 2 O o 1 0 2 l o l l 0 6 3 1 0 8 3 0 3 RESIDENT ENGINEER
X SHEETTOTAL 650 6 1030 9 5870 3 610 0 Q
W o �
Qo0
SUMMARY OF QUANTITIES - 0
> 0
0 - 30
< 0
J 0
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => kchen
SCALE IS IN MILLIMETERS I I I I I DGN F I LE => 845771 _0081 _o03. asb CU 08260 EA 45771 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT NO. SHEETS
Back of f i x t ur e
108 SBD /0,30 VAR /08 /08
-OK Back of fixture � Back of fixture M projected length �
l'IC JEFFREY B.WOODY
M projected length � M projected length � @f
REGISTERED CIVIL ENGINEER
z October 26, 2000
PLANS APPROVAL DATE
i z i zA The State of California or its offlcers or
agents shall not be responsible for the accuracy
or completeness of electronic copies of this plan
sheet.
To accompany plans dated 3-26-01
8
C
118 19
0
16 - I I NC - 45 mm long
HS cap screws, total 3 �Ln
° �j- Tap pole plate - - �
a 00 � 60 mm hole. �
Q - - Chased edges for - - 7 v �
electrical conductors 7 �
7 �
Handhole ES-7M
25 Bar 7 mm x 127 mm
Handhole ES-7M DETAIL R �
LUMINAIRE ARM CONNECTION. D
BI 1-55 Type 732 or BII-56 Type 736 Barrier
See Note 2 HIGH STRENGTH CAP SCREWS
Handhole See Note 2(ES-7M 16 - IINC - 45(Far side) --
Length (mm) r
BII-53 Type 25 or BII-54 Type 26 Barrier Threads (per inch)
� Size (mm) Z
CIDH Pile foundation Ln
Barrier height Barrier height
ES-7N
760ELEVATION ELEVATION �
TYPE 15 BARRIER RAIL MOUNTED TYPE 15 BARRIER RAIL MOUNTED C �
ELEVATION TYPE 21 BARRIER RAIL MOUNTED TYPE 21 BARRIER RAIL MOUNTED M
TYPE 15 Boit hole = Bolt 0 +
TYPE 22 X O (3)
Axis of arm �
U
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LUMINAIRE ARM DATA
M N Min Nominal P Mounting Height 0 0�
POLE DATA BASE PLATE DATA Projected Rise OD Thickness
Type 15 Type 22 Type 15 (810 mm Barrier) Type 21 (810 mm Barrier)
POLE A MIN OD Wall DI Bolt Thick- Anchor Bolts LUMINAIRE Len th At Pole
TYPE Height Base Top Thickness C Circle Hess Size ARM m mmmm mm m + m m + m + BASE PLATE
+
1.8 610 _ 83 3°04 9e6 _ 11.1 + I0e4 11.9
m mm mm mm mm m 204 760 ± 89 3.04 908 ± 11.3 ± I0e5 ± 12°1 ±
15 gel 203 98 3°04 305 280 25 25 0 x 920 x 102 108-406 1 307 3e1 990 + 98 3°04 IOvO ± 11.5 ± 10.7 ± 12°3 ±
21 I0e7 219 98 3°04 305 305 25 32 0 see Note 2 Ie8-4e6 1 3.71 3.7 1290 ± 98 3°04 I0e3 ± 11.8 ± 11.0 ± 12°6 ±
22 I0e7 219 98 3.04 305 305 25 32 0x 920 x 102 Ie8-4e6 3e7 STATE OF CALIFORNIA
4e6 1450 ± 108 3°04 I0e4 ± 1200 ± 11.2 ± 12°8 ± DEPARTMENT OF TRANSPORTATION
NOTES For barrier rail mount, see Note 20 LIGHTING STANDARDS
Ie El Indicates arm length to be used unless otherwise 4e For Type 15-SB, use Type 15 standard with Type 30 AS BUILT TYPES 15 � 21 AND 22
noted on the plans, base plate details, see Standard Plan ES-6Fo
NO CORRECTIONS ON THIS SHEET NO S
2e For anchorage details see ES-6B 5e For additional notes see Standard Plan ES-7M and ES-7N. DATE COMPLETED 01 -24-02 ALL DIMENSIONS ARE IN
RESIDENT ENGINEER /1/' MILLIMETERS UNLESS OTHERWISE SHOWN
3e See (ES-'B When Type 15 is to be mounted on bridge railing. 6. For Type 15-SBI, see Standard Plan ES-6C. RSP ES-6A DATED OCTOBER 26, 2000 SUPERSEDES STANDARD PLAN ES-6A
DATED JULY 1 , 1999-PAGE 289 OF THE STANDARD PLANS BOOK DATED JULY 1999.
REVISED STANDARD PLAN RSP ES - 6A