929n_sppart
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4' „W" PER PLAN 41
r
r
)EWALK
CURB AND GUTTER
VICINITY MAP
MEAD VALLEY AREA
SECTION 12, T.4 S., R-4 W.+ S.B.M.
lasis -$
CAP
AND
TACK, �. NUMBER
�►
T
ENGINEER'S ESTIMATE OF
CONSTRUCTION NOTES: PROBABLE QUANTITIES:
m
PLACE 0.50' AC PAVEMENT PER ORD NO. 461
107
TON
0
tv
180
I
lasis -$
CAP
AND
TACK, �. NUMBER
�►
T
ENGINEER'S ESTIMATE OF
CONSTRUCTION NOTES: PROBABLE QUANTITIES:
m
PLACE 0.50' AC PAVEMENT PER ORD NO. 461
107
TON
0
PLACE 1.65' CL2AB PER ORD NO. 461
180
CY
0
CONSTRUCT TYPE A-8 CURB & GUTTER PER RIV CO STD 201
285
LF
0
CONSTRUCT SIDEWALK PER RIV CO STD 400 & 401
1855
SF
�}
SAWCUT EXIST PAVEMENT PER TYPICAL SECTION & DETAILS
1135
LF
(}
PLACE 2` MIN AC OVERLAY PER TYPICAL SECTION
610
SF
is
CONSTRUCT 8" AC DIKE PER RIV CO STD 212
33
LF
®
CONSTRUCT COMMERCIAL DRIVEWAY. TYPE B. PER APWA STD
110-1(DETAIL THIS SHT) 2 EA
0
REMOVE EXISTING AC PAVEMENT
3455
SF
0
REMOVE EXISTING CONIC DRIVEWAY APPROACH
365
SF
0
REMOVE EXISTING CURB & GUTTER
355
LF
0
REMOVE EXISTING SIDEWALK
300
SF
NORCO, CA 91760
CONSTRUCT CONCRETE PAVERS OVER WEED BARRIER
1388
SF
0
INSTALL R18 SIGN
1 EA
0
PAINT 8" SOLID WHITE STRIPE
70
LF
DIGALERT
_
T.M.
DIAL TOLL FREE
t-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALWORNIA
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PIANS IS RESPONSIBLE FOR
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN
HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
SHALL BE RESPONSIBLE FOR DE(E
RMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR S
APPROVAL BY THE COUNTY. �
r"i • C ! r ! i •
r •� r i • r •
i i i ` ♦ !'
ash
844
A "Wo
e A
101
C.U.P. 3320
tP
I�
1t I
I
<-- SHEET 2 -->
CAJALCO EXPRESSWAY
846 847 848
4- —.—..s ...., 8
----- -i- •-` eso -- ,
r
f .
iILLI
Q10=3.0 cfs ` Q10--
5.0 cfs
A co � � � Q100-4.2cfs Q100=7.Ocfs
C.U.P. 3320
Uj
i• t O
Y �{� to
1N li: �i
FD 1" IP TAGGED LS 3018 1 11
ISI
1 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO
APPLY TO THE RIVERSIDE! -A- ♦ DEPARTMENT,•
FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WiTHIN PUBLIC RIGHT
OF DEDICATED r ACCEPTED FOR AND TO BE RESPONSIBLEFOR
SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING
THE UFE OF CONSTRUCIION ACTIV11TIES FOR THIS PROJECT. ADDMONAL STUDIES
AND/OR PERMITS MAY BE REQUIRED.
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD
NO.
3. ALL WORK CONFORM r THE REQUIREMENTS OF RIVERSIDE •
TRANS—
PORTATION DEPARTMENT IMPROVEMENTr•-i A SPECIFICATIONS,
EDIIION,• ORDINANCE 461 AND SUBSEQUENT AMENDMENTS.
4. ALL UNDERGROUND PRIOR TO PAVING
THE STREET SECIION INCLUDING, s r TO, THE FOLLOWING; SEWER,
ELECTRIC, r rr DRAINS.
5- ALL STREET SECTIONS ARE TENTATIVE. ADDMONAL TESTS MAY BE TAKEN AFTER ROUGH
GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD
•r; IF EXPANSWE SOILSENCOUNTERED.
RECONSTRUCT6. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE
AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO
p MATCHING OVERLAY
REQUIRED r _ p FOR THE CURRENT TRAFFICp
NATIONAL7. ALL CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN
• -rPERMIT.OWNERS AND
OR DEVELOPERS ARE REQUIRED ! FILE A NOTICEOF •
WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE.
8. IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO INSTALL
AND CONSTRUCTION. REGULATORY, r WARNING SIGNS WITHIN THE
PROJECT LIMITS AND ITS SURROUNDtNGS AND TO PROVIDE SAFE PASSAGE FOR THE
TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETIONAND ACCEPTANCE OF
PROJECT
EMULSION9. ASPHALTIC l NOT
FOLLOWING PLACEMENT OF r AND PAINT BINDER
SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 •SQUARE
RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94
OF r' -a SPECIFICATIONS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAR114G OF THE PROPOSED
WORK AREA, AND - ! r i COST OF r
SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT
• s 955-6790.
11. THE DEVELOPER •a FOR THE INSTALLATIONOF ADD11TIONAL
SIGNS AND MARKINGS NOTr r STRIPING PLAN WITHIN
THE PROJECT AREAS.OR ON ROADWAYS ADJACENTTO THE PROJECTBOUNDARIES,
UP
r`-
.O REQUEST OF DIRECTOR OF _. O r •_, HIS DESIGNEE
STORMIMPROVE TRAFFIC SAFE1Y ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.
12. EXISTING r-: - - a cCONNECTED rEXTENDED,
ADJUSTED, DRAINED! OR JUST IN THE PROJECTREPAIRED, AND/
OR CLEANED TO MAKE THEM FUNCTIONALAND ACCEPTABLE AS DIRECTED BY THE
TRANSPORTATION
13. CONTRACTOR TO REFRESIH/REPAINT TRAFFIC MARKINGS AS DIRECTED BY THE COUNTY
OF r _ •
- .:
m
ml
IT F
Hima-FA wlj_iw�ffl
0
0
0
1.
iin
V'
io
!4�r
_ CL v a i= _ EX$ I T= TO 4' kRT x z I r : I I r
,.., ..., ''w.. ., ,,., ....1 . ...... i ........... ........ ............... �.,,.,,.w. i...........C,......,.. ,,, .... ,.,,...................... �....,,.......
1,,....,,...',
...,.`. .. ., �z. .., .a =_? r` .,l1...,.,....,i...., „ , ..„_. .,.... .,.. .,,„......«...........
,... , .. .. . , ,..
.,a.,.,.
x 11
9
PROFILE SCALE: `-'
HORIZ 1"=40' 845 846 847 848 849 850
VERT 1"=4' irl F-0 _
35025158
74.78'
SEE SHEET 3
DIGALERT
TA
DIAL TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALM OF SOVIIIERN CALIFORNIA
MOTE:
WORK CONTAINED WITHIN THESE PLANS SHALE NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANSIS RESPONSIBLE FOR
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN
HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
SHALL BE RESPONSIBLE FOR DETE
RMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE
6. APPROVAL BY THE COUNTY, ENGINEER
Nw
AJ AL CCS EXPRE
.-• • •"I W."Im.r
TRANSPORTATION
Ol D !
s ♦ f �.
ROVED BY:
No. 33950 AF fdwo-90ftwo0w
D
r
mom
I � `
• RECOMMENDED
?f Um 9'
W. !v Mar% Wl EXIST
THICKNESS C & G
EXIST 0
3
NEW
PAVEMENT PAVEMENT
JOIN DETAIL
N.T.S. t
CAJALCO
.._ EXPRESSWAY
EXIST
STRIPING ~�~'
8SO
EXIST 18" RCP
EXIST R/W
PER PM 24110
�•
DRAIN SEMENT
PER PM 24110
viii
N' LY
T CAJALCO
12' & 6, 55' EXPRESSWAY 431
VARIES
12' !
EXIST SIDEWALK 12%. PAVEMENT GSAWCL
EXIST C & G --- ------
DISTANCE VARIES OREMC
BETWEEN CURBS EXIST C 8! G
CAJALCO EXPRESSWAY
DISTANCE VARIES TYPICAL SECTION
BETWEEN CURBS STA 845+50.70 TO STA 848+88.73
�R ARTERIAL (URBAN) HIGHWAY STD 100A
c-yy T • I . = 10.0
EXIST ! vi
PAVEMENT ,
C&G
MEDIAN DETAIL
Nr Tr Sr
am
IE
12' 6'-,-12' &
VAR VARIES
0-12'
DRAIN -AWAY
GUTTER, MATCH
EXIST X -SLOPE
REMOVE
EXIST AC PAVE
1 A t
® ®�
well
MENSIWTI�
well
3
F
�
113m -m
Roll
06046'25”
1 A t
® ®�
40 f 40 80 120
f BENCHMARK:
2079 SKY VIEW DRIVE
COLTON* CALIFORNIA 92324 RIV. CO. B.M. 600-40-68 RESET
CwleASSOC&IATES
(909)824-27751968, ALUMINUM
DISC. IN CONC.
171 N'LY OF * 1 !,
ii 1 '!f •
"0 EXPRESSWAY ELEV. =
f
1 ��I
DOUGW L. qif !t NATE SCALE:
MY LICENSE e
i• 3-31-06
CONSTRUCTION
(1) PLACE 0.50' AC PAVEMENT PER ORD NO. 461
'i PLACE w PER ` O .
F CONSTRUCT TYPE A-8 CURB & GUTTER PER RIV CO STD 201
{ CONSTRUCT SIDEWALKCO STD 400t
{.SAWCUT EXIST PAVEMENT PER TYPICAL SECTION
PLACE 2' AC OVERLAY PER TYPICAL SECTION & JOIN DETAIL
ClCONSTRUCT 80 AC DIKE PER RIV CO STD 212
DETAILG CONSTRUCT COMMERCIAL DRIVEWAY, TYPE B. PER APWA STD 110-1
SEE
REMOVE EXISTING AC PAVEMENT
REMOVE EXISTING CONC DRIVEWAY APPROACHk.REMOVE EXISTING CURB : GUTTER
REMOVE
r2CONSTRUCT CONCRETEOVER WEED BARRIER
INSTALL R18 SIGN
PAINT So SOLID WHITE STRIPE
DOES NOT
# ; 020078 `. ;
COUNTY
STREET IMPROVEMENT it A
CAJALCO iA
A.P.N. 317-110-028-1
I7at#AA