931w_sppCOUNT Y
0 F R I V E R S I D E
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1 -
TITLE SHEET
2 -
NOTES AND TYPICAL SECTIONS
3 -
PLAN AND PROFILE
4
PLAN AND PROFILE
5 -
PLAN AND PROFILE
G -
CURVE RETURN PROFILE & DETAILS
7 -
DRAINAGE PROFILES & DETAILS
8 -
SIGNING AND STRIPING PLAN
9 -
SIGNING AND STRIPING PLAN
E-1 -
SIGNAL AND LIGHTING PLAN
BEARINGBASIS OF
CCS -A,R!,
TO GPS STATION - POINT' NO -109 PER RIVERSIDE
FIELD BOOK#
�4ENCH MARK
FOUND 3/8" REBAR W/RIVERSIDE COUNTY TRANSPORTATION DEPT. PLASTIC CAP
UP 0.2 / 9 450'+— NORTHERLY OF INTERSECTION FOR BENTON ROAD AND STATE HWY 79f
10'+— EASTERLY OF BARB WIRE FENCE, 80'+— NORTHERLY OF REGULATORY SIGN
(FB 22079 SURVEY NO -6270)
CONSTRUCTION
50mm CPLD PLANE AC PAVEMENT
V AC PAVEMENT
(�)CONSTRUCT 225mm AC OVER 210rrtn CAB & 300rffn AS
t)► REMOVE EXISTING
(�)RELOCATE CALL BOX BY RCTC
PROTECT IN PLACE
f�ADJUST TO GRADE
(9)GRADE,,TO DRAIN
& GRADE SHOULDERS AS DIRECTED BY RESIDENT ENGINEER
@ CONSTRUCT 150mm AC DIKE PER CALTRANS STD. A87 (TYPE A)
OCONSTRUCT 0 0rrm AC DRIVEWAY
@ CONSTRUCT 450rr(n RCP EXTENSION AND CONCRETE FLARED END SECTION
t
@ CONSTRUCT •
CONSTRUCTI(0 ! i
@ CONSTRUCT TYPE OMPI PIPE INLET WITH STEEL GRATE COVER PER CALTRANS
STD.
CONSTRUCT ASPHALT * DRAIN TAPER AND FLUME ►
PER CALTRANS
CONSTRUCT O! PROTECTION
@ CONSTRUCT 150mm THICK PCC CROSS—GUTTER COUNTY STANDARD NO. 209
! ! j ! PER COUNTYSTANDARD :
` CONSTRUCT # 6 RETURN
SHOWNRELOCATE ROADSIDE SIGNS OR MARKERS AS
RELOCATE
i ORMARKERS AOTHERS
@ CONSTRUCT 1.22 M CURB RAMP DEPRESSION OPENING, SLOPE PER CALTRANS STD. A88A
9 CONSTRUCT METAL FLARED END SECTION PER CALITRANS!. 19
CONSTRUCT i OVERLAY
EROSION 1 •! BY HYDROSEEDING'
.jRELOCATE►
REVISIONS
DESCRIPTION
JLWN C.
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BEGIN CONSTRUCTION
STA 122+45
(KP 11,75)
AN 'ERNA
ANNING
'>
EMET
RIVERSIDE #
RINGS INI
NIBLYTHI
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W ,W
SAN DIEGO COUNTY
OPROJECT LOCATION
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lIYNaM ��� ., .... ",.._ ., ., - .....,. „„.,.,,,r �M•q•IYyM�Affa` yy +.
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C INTERSECTION
STA 127+31 SR 79
INDEX MAP =10+00 BENTON RD.
NOT TO SCALE (KP 12.28)
GENERAL NOTES
. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 EDITION OF THE PLANS
AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION.
2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL,,,
DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE
PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY
ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION.
CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600.
3. THE CONTRACTOR IS REQUIRED TO HAVE A CLASS "A” OR CLASS `C-12" LICENSE AT
TIME OF AWARD.
4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE
PROTECTED OR REPLACED IF DAMAED9 AS DIRECTED BY THE ENGINEER.
5® CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY
DISCREPANCIES TO THE RESIDENT ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
G= REFER TO RIGHT OF WAY MAPS FOR THIS PROJECT WHEN LOCATING PROPERTY OR
EASEMENT LINES.
7. THIS PLAN IS NOT DEEMED TO BE AN EXACT REPRESENTATION OF THE ACTUAL GEOMETRY
AND/OR MEASUREMENTS. CONTRACTOR FIELD REVIEW IS REQUIRED.
SIGNING
1. ALL REQUIRED STRIPING9 PAVEMENT MARKERS AND SIGNAGE SHALL BE
PROVIDED AND INSTALLED BY THE CONTRACTOR PER CALTANS TRAFFIC MANUALS
STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION.
2. ALL STRIPING AND PAVEMENT MARKING REMOVALS SHOWN ON THE PLAN SHALL BE
REMOVED BY SANDBLASTING OR GRINDING AS DIRECTED BY THE ENGINEER.
3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 0
SIGNS SHALL BE INSTALLED ON 100mm X 100mm ( 4 "X4") WOOD POSTS WITH
ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN
4. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING 4
INCH YELLOW LINES.
Lli
5. THERMOPLASTIC CROSSWALKS SHALL HAVE 3 METER (10 FEET) BETWEEN 300 I—
(12 INCH) WHITE STRIPES.
---� G. TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
7. STRIPING LAYOUT (CAT -TRACKING) SHALL BE APPROVED BY THE ENGINEER PRIOR TO
INSTALLATION OF STRIPING. Lu
8. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. SALVAGED
SIGNS SHALL BE DELIVERED TO THE RIVERSIDE COUNTY MAINTENANCE YARD,
2950 WASHINGTON 9 RIVERSIDE, CA.
END CONSTRUCTION _
STA 132+35
(KP 12.74)
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_Z - NN NG / ENVIRONMENTAL DATE FAF - PROJECT MANA7GER DATErte"
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CONSTRUCTION INSPECTION DATE C. SCOTI STALEY - ROAD DIVI�ION ENGINEER DATE PAPPROVED BY: EW DATE:
CIVIL LAN ENGINEERING
•- • - :: sSAN BERNARDINO, CA 92408
-
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s
STATE HIGHWAY 79
B
FROM STA 122+45 TO STA 132+35
REFERENCE
M NO. 132-0468
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�� 112208
CAD
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FILENAME
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SHEET OF
PERMIT NO. 08 -03 -N -MC -0247
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EXIST CONSTRUCTION EXIST EXIST CONSTRUCTION EXIST
ROUTE 79 R/W Rf�V C ROUTE 79 REIN
R/W 16.764 M ! 16.764 M TO 20.422 M 16.764 M ! _ 16.764 M _
1.o M 7.23 M TO 13.33 M 1.0 M 11.800 M
MIN. 6.60 M AND VAR. 6.20 M Ta_ 16.13 M MIN. 6.11 M TO 6.72 M 11.01 M TO 13.04 M
EXIST. PAVEMENT EXIST. PAVEMENT EXIST. PAVEMENT EXIST. PAVEMENT
PC i 127+80 TO 128+30 2.4 M
0G v�. 1 .4 M to LN E I �E OG
-5.8% i r �, �,��'' � _ -!-() . 6 �p ,� � 6 0 mm- � 0 mm
e-- ''err EXIST . X --F A L L ' {'�;yr•`tr
TO 1 EXIST. X_FALL j EXIST. X -FALL �" �r� TO --3.1`% � EXIST. X -FALL ! .- - �r� �9r
2 . � --------,_ ,. r � S x . ; r
-T ________________________�____ -_________________ '�' ��___� ______-___-_________--_______-_--___________-_-_____ _ C
_...._____..�__a..___�..__..o „�,,,_._..�.,_-.. - __...��„.__s.__w.____ � •\ R � fir. ���----------------------t--__a.._�w. ..m_________....__e.__...�..�__----..._--- µ
r
w 91mm AC/610rnm CL-2�B 107mm AC/762mm CL-2AB �- _ _ � - r- �{ Lu ---
Cr 107mm AC/762mm CL-2AB
-=a �,r, � EX . SB SECTION �X . NB SECTION CD � a E X . NB SECTION
- -� - _ 85mm AC/152mm CTB
_ W W C OC , o /405mm CL-2AB
OG n-
�, ` V EX. SB SECTION
2.__._-.....,_-J
122+45.821 TO 125+57.777 2.4 M 127+03.198 TO 128+29.968 2.4 M
SB ONLY NO SCALE 60mm-50mm OG ; --_ - NO SCALE 60mm-50mm
'
123+90 TO 124+12 EX. PAVEMENT�'�'�` �_5 � MAX .
124+50 TO 147+70 -57. MAX. �'
SB AND NB____------------
------------
____-__-_-_
122+45.821 i0 123+00 ________ -__ -- =-� `�_ ________ -------- - y----- -r`_____________
EX C&G _________________� �� ��� ___-_______
EX . CROSS GUTTER
123+91.600 TO 125+57.777 127+03.198 TO 127+60.000
NO SCALE NO SCALE
EXIST CONSTRUCTION EXIT>T
R/W CE ROUTE 79 R/W
16.764 M TO 19.450 M ! 16.764 M TO 20.422 M
9.77 M TO 11.49 M
13.76 M TO 15.43 M
MIN. 5.9 M TO 6.95 M 9.44 M TO 15.43 M
PG EXIST. PAVEMENT ; EXIST. PAVEMENT
PROPOSED LANE LINE PG-,
+3.6a M N.3.0 M
TO +0.6`�� EXIST. X -FALL EXIST. X -FALL TO -6�. 3`�a
-r
-___-----`-------------------------------------
_ {
91 mm A C / 610 mm C L° 2 A B
--~ C _ a EX. SB SECTION � �
w � c�
_O6 w � 107mm AC/762mm CL-2AB Lu >< a
EX. NB SECTION = ''
2
125+57.777 TO 127+03.198
NO SCALE
CONSTRUCTION NOTES
COLD PLANE ' PAVEMENT
'$LlSAWCUT k PAVEMENT
9 SHOULDERS f
$ AC DIKE R CALTRANS i * (TYPE
60mm AC OVERLAY
EROSION CONTROL BY HYDROSEEDING SLOPE
REVISIONS
1-57.
C. SCOTT STAL.EY
APPROVED BY.
ROAD DIVISION ENGINEER
FARAH KHORASHADI
RECOMMENDED
PROJECT
OG
EXIST CONSTRUCTION
R/ ROUTE 79
16.764 M ! _ 16.',;764 M
1.0 M 11.800 M TO 3.76 M 11.01 M TO 5.0
MIN. 6.11 M TO 3.76 M 11.01 M TO 5.O M
EXIST. PAVEMENT i EXIST. PAVEMENT
�• PG 132+20 TO 132+40 ! PG
1 .7 M@ LN L I
-1 .2 %
/7 9 --2.5 % { fi O -3J..
Jia t9p4S _5�a TO --4.97. 1 EXIST. X -PALL { EXIST. X -FALL r
'j �' rf- ®_-_r-- ----------------------- ------------
:70 _-__r-_____-
_-- _..____v._____.. ...-_-.,,____ .,________..____ ___-
` 107mm { AC/762mm CL-2AB
EXi. NB SECTION ,��
:' = � 85mm AC/152mm CTB ''!=
OG Ali /405mm CL-2AB � w o
= CD c\.,
EX. SB SECTION
1.0 M 128+29.968 TO 132+34.963
MIN. I s NO SCALE
\--0G
129+02.304 L-2 TO 130+24.000 L-2
LIM ► NASCIMENTO rCORPORATION PO► k
APPROVED
+�j�jj�
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8/05/03
•
�.ENDED. r:.�G DATE:
CIVIL LAN ENGINEERING
OP CALI 1887 BUSINESS CENTER! DR.,
SAN BERNARDINO, CA 92408
im
NB ONLY
131+70 TO 131+95
SB AND NB
131+95 TO 132+34.963
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REFERENCE s
132-0468
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STATE HIGHWAY 79 SURVEY NO. 6278
! FTON INTERSECTIO.moi:•
CAD FILENAME p..
FROM
L. 4 TO STA 132+35
SHEET 2 OF
PERMIT NO. r: 4
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410 —
408
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___—
406
RSP
408 SEE DETAIL 8
HEREON
406 —
404
EXISTING
24" WATER
EP DWY
CONIC FES
2M
GRADE TO 1% -
RSP �Mrx�+i
HEREONSEE DETAIL 7
,
HEADWALL
TO BE REMOVED
22.21 M - 450mm RCP S=1.0023
EXISTING 407.83 FL
24 WATER__
450mm RCP INLET AND EXTENSION DETAIL
I STA 10+35 LT BRIGGS ROAD
3 SCALE: 9#,125
PROPOSED APPROXIMATE LOCATION, EXACT R/W
EP LOCATION TO BE VERFIED IN FIELD PROPOSED
HEADALLI OG * EXISTING
EP
FIBER OPTIC
EXISTING 25-85 M�= 900mmwCSP S=O -0054
'` - --- INSTALL CORRUGATED METAL �� ° 0
PIPE COUPLING - DETAILS PER 407,18 FL
CALTRANS STD D97, A TO G 1.1 M -- 900mm CSP
407-05 FL S-0.0090407, 19 FL
PROPOSED SIGNAL
AND TEL CONDUITS
407.00 FL
408.23 TG
AC R/W
TOP OF SLOPE APRON TYPE OMP OR OMPI
WITH STEEL GRATE
INLET (MODIFIED)
1:1 MAX
900mm
CSP RISER �- _"" TOE OF SLOPE
------
(FLOW LINE)
INSTALL. CORRUGATED METAL
PIPE COUPLING - DETAILS PER
CALTRANS STD D979 A TO G DITCH AND INLET DETAIL -SECTION A -A
NOT TO SCALE
q"'� RS
DRAINAGE '"1 !
SCALE; 1®125
R # fln rl
OG
______________ 410
408
EXISTING 450mm RCP���� �--
S=0.0017 — 406
900mm CSP
RISER
410
WO. NO.
408
406
6278
404
410
2208
408
CAD FILENAME
406
404
7 RSP DETAIL A METHOD B)
C
NOT TO SCALE
DITCH 1'
3.6 OR 4.05
P — -
7•� HEADWALL
DITCH AND INLET DETAIL -PLAN FOOTING
NOT TO SCALE HEADWALL TRANSITION
TOP OF RSP FABRIC
SP
900 CSP INLET AND EXTENSION DETAIL CRSP BACKING _600mm
LIGHT RSP
::� ---
STA 12648.074 R-1 FOOTING
NOT TO SCALE
—BACK
HEADWALL DETAIL -SECTION
_RSP AT
NOT'' 11 SCALE
''1'' " i
FLOW IIyE T
l..l �q_1�_I
1
m
600m LIGHT RSP
:.tti sa�is., ( METHOD B)
C'P 400mm RSP BACKING NO -2
( METHOD B )
RSP BACKING NO -2 MATCH TOP OF
A FOOTING (SEE SECTION C—C)
RSP DETAIL B
NOT TO SCALE
STING 450mm RCP
==:===
1a 1 114mmillar.All
SCALE: 1:250
1\ , �3
R/W R/W
PROPOSED PROPOSED E
AC DIKE EXISTING AC DIKE f
j
rADWALLOG FIBER OPTIC FES t
E
RSP
SEE DETAIL 8 ; 1
HEREON ' ----- --- -_ --- `_ _ -
S=0.0162 EXIST 19.80 M - 1050mm CSP S=0.0162
4.69 M -- INSTALL CORRUGATED METAL 407.23 FL
1050mm CSP PIPE COUPLING - DETAILS PER RSP
j CALTRANS STD D97, A TO G SEE DETAIL 7
406.91 FL 2.8 M - 1050 CSP HEREON
S=0.0143
EXISTING 406.84 FL 407.29 FL
24 WATER
DRAINAGE PROFILE - STA 129+68
l.w�It,Ei�ir .i► rly��•i
rt "
s
SCALE: 1®125
PROPOSED
OVERSIDE DRAIN
WITH TAPER INLET AND
— FLUME DOWNDRAIN
.- PROPOSED AC DIKE
(D n c� n.
m� 3M 3M w
�
4.5 M 4.5 M
FLARE INVERT FLARE INVERT
STA 129+67.094
DITCH AND INLET DETAIL -PLAN
/—TOP OF SLOPE
(1:2 DITCH
/ FLOW LINE TOP OF
—�--7 --t---fr- SLOPE
1 : 4 R/W
FES
i
/W� (TYP) --- OG
EX. 1050mm m1c —081
.cCSP
RSP
1050mm CSP
DITCH AND INLET DETAIL -SECTION B -B
1050mm CSP INLET AND EXTENSION DETAIL
STA 129+67-094
APPROVED
C. SCOTT - ,
APPROVEDif I
ROAD DIVISION
8/05/03Nm C46767
`..
6131=7RECOMMENDED i DATE:
RECOMMENDED B
• a
'•.{ .. ! 111 •
SAN BERNARDINO, CA 9,2408 m
NOT TO SCALE
STATE HIGHWAY 79
r
MAI
NOT TO SCALE
410
408
406
404
I
W
W
a
REFERENCE
WO. NO.
82-0468
SURVEY NO.
6278
ENT
F. S. NO.
2208
CAD FILENAME
07_DETAILS.DGN
SHEET 7
OF 9
PERMIT NO. 08 -03 -N -MC -0247
I
W
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lot
. E.X IST
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Iminwilm
G6 WINCHESTER RD
nfmn INSTALL ON
lismishrl mmW,ilVwt1#xotiontosJ
ND DETAIL 27B
fl70ssficr�'mmw
Q PAINT 100mm (4") DOUBLE YELLOW STRIPE - DETAIL 29
PAINT 200mm (8") LEFT TURN/ RIGHT TURN WHITE STRIPE - DETAIL 38
PAINT 100mm (4") WHITE STRIPE - DETAIL 27B
4Q PAINT 100mm (4") DOUBLE YELLOW STRIPE - DETAIL 22
Q PAINT 100mm (4") WHITE STRIPE - DETAIL. 12
APPLY THERMOPLASTIC ARROW MARKING - TYPE III (L) OR (R)
Q APPLY THERMOPLASTIC ARROW MARKING - TYPE IV (L) OR (R)
Q APPLY THERMOPLASTIC ARROW MARKING - TYPE VI. LEFT LANE DROP
O ENGINEERING CORP.
ID
�Sjw
rAPPROVED t
LAWRENCE COU TRAFFIC ENGINEER DATE civi
K w5/03
EDWARD NG RCE N C46767 DATE:
WILUAMI MORGAN, TRAFFIC OPERATIONS
DESIGNED BY DRAWN BY CHECKED BY
CHECKED BY:
DRAWN BY: MIKE FLORES PAULLAU
Q APPLY THERMOPLASTIC 300mm (12") WHITE LINE
APPLY THERMOPLASTIC STOP MARKING
0 REMOVE EXISTING STRIPING/SIGN
@ RELOCATE SIGN AND POST AS NOTED
@ INSTALL SIGN AND POST AS NOTED
INSTALL TRAFFIC SIGNALS AS NOTED (SEE SIGNAL PLAN)
Q PROTECT IN PLACE
APPLY THERMOPLASTIC "SIGNAL AHEAD" MARKING
i SIGN
n o
IMPROVEMENTSTREET i ,I '
WORK ORDER # B2-0468
HIGHWAY 79
SURVEY NUMBER 6278
! STATE
% PF%w f'ItC/Yf1IYlL - UV V4VBVC%V 1 Cil ".41%3iY
SHEET NUMBER 8 OF 9
PERMIT NO. 08 -03 -N -MG -0247
m
E04
A
•
DRAWN BY CHECKED BY
C -D
',7
REVIETTED/CONCURRED
LAWRENCE TAI hl�.►�s' ` ' ' ' '�� X11 ��
..ERGINEER DATE
X.
�►A
APPROVED
8105/03
a .M N DATE:
DRAWN II . I. � MIKE FLORES CHECKED� II BY: l I PAULU
/Qv
(D PAINT 100mm (4") DOUBLE YELLOW STRIPE - DETAIL 29
Q PAINT 200mm (8") LEFT TURN/ RIGHT TURN WHITE STRIPE - DETAIL 38
PAINT 100mm (4") WHITE STRIPE -- DETAIL 27B
Q PAINT 100ffn (41/) DOUBLE YELLOW STRIPE - DETAIL 22
PAINT 100mm (4") WHITE STRIPE -- DETAIL 12
APPLY THERMOPLASTIC ARROW MARKING - TYPE IV (L) OR (R)
APPLY THERMOPLASTIC 300mm (12") WHITE LINE
9 REMOVE EXISTING STRIPING/SIGN
@ INSTALL SIGN AND POST AS NOTED
PROTECT IN PLACE
APPLY THERMOPLASTIC "SIGNAL AHEAD" MARKING
@ PAINT 200mm (8") LANE DROP WHITE STRIPE - DETAIL 37B (OMIT PAVEMENT MARKERS)
PAINT 100mm (4") LANE LINE EXTENSIONS THROUGH INTERSECTION - DETAIL 40
SIGN
SCALE
1:500
i 5 10 20 30 40 50
IMPROVEMENTSTREET
STATE HIGHWAY 791 WORK ORDER # 82-0468
i
SHEET NUMBER 9 OF
PERMIT 's 0: i iii' oiiii'li
101