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22
C O U N T Y
O F R I V E R S I D E
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26A
TRANSPORTATION
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DEPARTMENT
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I . PROTECT DDSTING FEATURES OUTSIDE OF THE WIXIK MEA LINE. INCLUDING. BUT NOT
LIMITED TO, CONCRETE CURB, CURB S CUTTER, SIDEWALK, SPANDREL, ASPHALT PAVEMENT,
SIGNS, UTILITY FEATURES, HARDSCAPE, WIDSCME, IRRIGATION, WALLS AND FENCES.
3. SAWCIR ANE) REMOVE EXISTING CONCRETE CURB 6 GUTTER AND SIDEWALK WITHIN THE
WORK AREA LINE. THE WORK AREA LINE GENERALLY CORRESPONDS TO AN IXISTING
EXPANSION OR WEAKENED PLANE JOINT. SIWCUT AND REMOVE EXISTING CONCRETE WITH
17 BORDER GROOVE WHEN ADJACENT TO EXISTING JOINT.
3. SAWCUT SPANDREL TO REMOVE CURB ONLY AT 4' TO 6' MAX. FRCAI CURB FACE.
4. SAWCUT AND REMOVE PORTION OF CONCRETE SPANDREL FOR ADA COMPLIANT 4' X 4'
STREET LANDING. CONSTRUCT SPANDREL PER DICTO STD. NO 209 WITH 4 X P ADA
CCMKIMT STREET LANDING AND MAX. 10% SLOPES FROM STREET LANDING TO EXISTING
SPANDREL.
5, SAWCUT, REMOVE AND REPLACE MIN.1' WIDE ASPHALT STRIP ADJACENT TO CONCRETE WEB
S GUTTER AND SPANDREL REPLACEMENT$. ASSUME 067' HMA MINCENT TO SPANDREL
REPLACEMENT AND 0 `A' HMA ADJACENT TO CURB S GUTTER REPLACEMENT.
6. CONSTRUCT REPLACEMENT CONCRETE CURB S SURLIER AND CURB ONLY ADJACENT TO
CONCRETE SPANDREL PER RCTD STD. NO MME OR 200 AND IN COMPLIANCE WITH ADA
STANDARDS AT ACCESS SAME. MATCH EXISTING CURB HEIGHTS AT TINN LOCATIONS.
T. CONSTRUCT CONCRETE ACCESS RAMP, INCLUDING DETECTABLE WARNING SURFACE, AND
ADJACENT CONCRETE SIDEWALK, PER MTD SIO. NO VIC, TASE K, 'CASE Y OR "CASE C'
FET CALTRPNS STT. PIAN RSP ASAA ACCESS RAMPS MUST BE IN FULL COMPLIANCE WITH
CURRENT AM STANDARDS.
8. CONSTRUCT VARIABLE HEIGHT (0' TO (') MONOLITHIC CONCRETE CURB AT SACK OF RAMP
PER RCTD $TD. NO AEG FOR 'CASE W ACCESS NAMES OR AS DIRECTED AT BACK OF CASE A'
0. COLD PLANE ASPHALT CONCRETE 0.16 MIN. ACTUAL DEPTH WILL VARY. PLACE 0.15 MIN. AC
PAVEMENT TO COMPLETE 4' X 4' AM COMPLIANT STREET RINGING WTH MAX 10%SLOPES
FRM1 STREET IANDING TO EXIS IM PAVEMENT. OWWIRIES ASSUME 8' WIDE BY M LONG
COLD PLANE BUT ACTUAL AREA TO BE DETERMINED BY CONTRACTOR
ADDIROMAL ACCESS NAME MOTES
WORK UNITS SHOWN ARE BASED ON PRELIMINARY FIELD MEASUREMENTS. GENERALLY, THE
WORK LIMITS COINCIDE WITH EXISTING EXPANSION OR WEAKENED PLANE MINTS, BUT NOT
ALWAYS. CONTRACTORMAYADIUSTWONTLIMBSTOCOMPLYWITHCURWWM STMDARDS.
OUANTRIES SHOWN ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE TO REPORT ANY
DSCREPANCIES BETWEEN THE NOD( LIMITS AND QUANTITY ESTIMATES TO THE ENGINEER PRIOR
TO THE COMMENCEMENT OF WORK
CONTRACTOR TO LIMIT AIDRIORAL MMOVKS FOR NAMES 2801 THROUGH 2227 TO AVOID
REGIONAL WATER DUALITY ISSUES.
SLURRY SEAL PROJECT
51PERVI5OR DISTRICT I - C5-0006
SUPERVISOR DISTRICT 2 - C5-0007
WKWISOR DISTRICT S - CS•WOB 24 o dy
NO (S-0009
22
2
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I . PROTECT DDSTING FEATURES OUTSIDE OF THE WIXIK MEA LINE. INCLUDING. BUT NOT
LIMITED TO, CONCRETE CURB, CURB S CUTTER, SIDEWALK, SPANDREL, ASPHALT PAVEMENT,
SIGNS, UTILITY FEATURES, HARDSCAPE, WIDSCME, IRRIGATION, WALLS AND FENCES.
3. SAWCIR ANE) REMOVE EXISTING CONCRETE CURB 6 GUTTER AND SIDEWALK WITHIN THE
WORK AREA LINE. THE WORK AREA LINE GENERALLY CORRESPONDS TO AN IXISTING
EXPANSION OR WEAKENED PLANE JOINT. SIWCUT AND REMOVE EXISTING CONCRETE WITH
17 BORDER GROOVE WHEN ADJACENT TO EXISTING JOINT.
3. SAWCUT SPANDREL TO REMOVE CURB ONLY AT 4' TO 6' MAX. FRCAI CURB FACE.
4. SAWCUT AND REMOVE PORTION OF CONCRETE SPANDREL FOR ADA COMPLIANT 4' X 4'
STREET LANDING. CONSTRUCT SPANDREL PER DICTO STD. NO 209 WITH 4 X P ADA
CCMKIMT STREET LANDING AND MAX. 10% SLOPES FROM STREET LANDING TO EXISTING
SPANDREL.
5, SAWCUT, REMOVE AND REPLACE MIN.1' WIDE ASPHALT STRIP ADJACENT TO CONCRETE WEB
S GUTTER AND SPANDREL REPLACEMENT$. ASSUME 067' HMA MINCENT TO SPANDREL
REPLACEMENT AND 0 `A' HMA ADJACENT TO CURB S GUTTER REPLACEMENT.
6. CONSTRUCT REPLACEMENT CONCRETE CURB S SURLIER AND CURB ONLY ADJACENT TO
CONCRETE SPANDREL PER RCTD STD. NO MME OR 200 AND IN COMPLIANCE WITH ADA
STANDARDS AT ACCESS SAME. MATCH EXISTING CURB HEIGHTS AT TINN LOCATIONS.
T. CONSTRUCT CONCRETE ACCESS RAMP, INCLUDING DETECTABLE WARNING SURFACE, AND
ADJACENT CONCRETE SIDEWALK, PER MTD SIO. NO VIC, TASE K, 'CASE Y OR "CASE C'
FET CALTRPNS STT. PIAN RSP ASAA ACCESS RAMPS MUST BE IN FULL COMPLIANCE WITH
CURRENT AM STANDARDS.
8. CONSTRUCT VARIABLE HEIGHT (0' TO (') MONOLITHIC CONCRETE CURB AT SACK OF RAMP
PER RCTD $TD. NO AEG FOR 'CASE W ACCESS NAMES OR AS DIRECTED AT BACK OF CASE A'
0. COLD PLANE ASPHALT CONCRETE 0.16 MIN. ACTUAL DEPTH WILL VARY. PLACE 0.15 MIN. AC
PAVEMENT TO COMPLETE 4' X 4' AM COMPLIANT STREET RINGING WTH MAX 10%SLOPES
FRM1 STREET IANDING TO EXIS IM PAVEMENT. OWWIRIES ASSUME 8' WIDE BY M LONG
COLD PLANE BUT ACTUAL AREA TO BE DETERMINED BY CONTRACTOR
ADDIROMAL ACCESS NAME MOTES
WORK UNITS SHOWN ARE BASED ON PRELIMINARY FIELD MEASUREMENTS. GENERALLY, THE
WORK LIMITS COINCIDE WITH EXISTING EXPANSION OR WEAKENED PLANE MINTS, BUT NOT
ALWAYS. CONTRACTORMAYADIUSTWONTLIMBSTOCOMPLYWITHCURWWM STMDARDS.
OUANTRIES SHOWN ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE TO REPORT ANY
DSCREPANCIES BETWEEN THE NOD( LIMITS AND QUANTITY ESTIMATES TO THE ENGINEER PRIOR
TO THE COMMENCEMENT OF WORK
CONTRACTOR TO LIMIT AIDRIORAL MMOVKS FOR NAMES 2801 THROUGH 2227 TO AVOID
REGIONAL WATER DUALITY ISSUES.
SLURRY SEAL PROJECT
51PERVI5OR DISTRICT I - C5-0006
SUPERVISOR DISTRICT 2 - C5-0007
WKWISOR DISTRICT S - CS•WOB 24 o dy
NO (S-0009
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h
7.5%* SLOPE
DETECTABLE
5.0% MAX
—_ 4.0%*
OCR
SECTION A -A
NOLIPAT 4'
SLOPE SURFACE
FLOW INE
SIDEWALK
20%MAX 3.0 FT MIN
(NEW CONSTRUCTION)
A 2.0% MAX
1.5%*
S%*
WIDTH \
LANDING
4.O0 FT MIN
FLARED
____ _--
LAUDING S1DE SLOPE
\ 2.0% MAX
LANDING BACK OF CURB
WIDTH 10.0%MA%
a.3:x
4.00 FT MIN 8.5%* EXISTING
1
SPANDREL
FLARED
SIDE SLOPE
BACK OF CURB
NO LIP AT
10.0% MAX
COLD PLANE
SIDEWALK 8.5%
FLOWLINE
(NEW CONSTRUCTION)
2.0% MAX
MIN 0.15'
' .�
STREET R 8 R
LANDING SPANDREL
4'x4'MIN 10%MAX
SECTION A -A
BACK OF CURB 2.0% MAX SLOPE FROM
FLM LINE 1.5%* STREETLANDING
ED UTTER
* RECOMMENDED SLOPE
ADA CURB RAMP
- CASE
B
RAMP WIDTH
EXISTING
\
6.0 FT
h
DETECTABLE
5.0 FT
WARNING
BCR
SLOPE SURFACE
STREET3&33%�
20%MAX 3.0 FT MIN
LANDING
1.5%*
SLOPE
LANDING
5.0% MAX
4'x 4' MIN
____ _--
4.0%*
\ 2.0% MAX
SL E
1 15%*
a.3:x
1
vI
NO LIP AT
`HMAOVERLAY
MIN 0.15, 10% MAX
COLD PLANE
FLOWLINE
4'
STREET LANDING
MIN 0.15'
MIN 6'WIDE
* RECOMMENDED SLOPE
SECTION A -A
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - C5-0006
SUPERVISOR DISTRICT 2 - CS -0007
SUPERVISOR DISTRICT 3 - CS -0008 „Q, 26w 49
Ino cs-000e FILETX°. �j-�
/A
71
EXISTING
\
ASPHALT
h
LANDING WIDTH
5.0 FT
LANDING °oe
°°° fj
STREET
LANDING
l�A
4'x 4' MIN
\ 2.0% MAX
SL E
1 15%*
a.3:x
`HMAOVERLAY
MIN 0.15, 10% MAX
COLD PLANE
SLOPE FROM
DEPTH VARIES,
STREET LANDING
MIN 0.15'
MIN 6'WIDE
* RECOMMENDED SLOPE
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - C5-0006
SUPERVISOR DISTRICT 2 - CS -0007
SUPERVISOR DISTRICT 3 - CS -0008 „Q, 26w 49
Ino cs-000e FILETX°. �j-�
391
SLURRY SEAL PROJECT
SIPERVISOR DISTRICT I - C5-0006
SDPERVISOR DISTRICT 2 - C5-0007
UPERVISOR DISTRICT 3 - CS ONO 27 . 47
wo Cs -0009
000101
BLURRY BEAL PROJECT
SUPERVISOR DISTRICT I - C5-0006
SUPERVISOR DISTRICT 2 - CS -0007
SUPERVISOR DISTRICT 0 - CS -0006 . , 28. 47
w C5-0009
NOS
4
IA
W 7
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,
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SLURRY SEAL PROJECT
SUPERVISOR DISTRICT 1 - CS -0006
SIpERVISOR DISTRICT 2 - C5-0007
SUPERVISOR DISTRICT 3 - CS -0008 yp 30, 47
" T5-009 1.uE'»n. 70J-1
tt�f�nR
BLURRY SEAL PROJECT
SUPERV1SOi DISTRICT I - C5-0008
SUPERVISOR DISTRICT t - C5-ODO1
SDPERVISOR DISTRICT 8 - C5-0008 e. 31 . 47
WO CS -0009
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - C! 06
SUPERVISOR DISTRICT 2 - C' 732
SUPERVISOR DISTRICT 3 - C5-0008 .... 32 . 47
cs-000s 1 ru[ xo.
A,i
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT 1 - C0006
SUPERVISOR DISTRICT 2 - C5-0007
SUPERVISOR DISTRICT 3 - C5-0008 rn 33 0 47
wo C5-0009 1tV[2 :0.
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - C5-0006
SUPERVISOR DISTRICT t - C5-0007
SUPERVISOR DISTRICT ] - C5-0008
K C5-0009 [iii['no.
II
BLURRY SEAL PROJECT
SUPERVISOR DISTRICT I
- CS -0006
SUPERVISOR DISTRICT 2
- C5-0007
SUPERVISOR DISTRICT 7
- C5-0008
W
WO C5-0009 I nU[ xa.
=4061
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - C5-0006
SUPERVISOR DISTRICT 2 - C5-0001
SUPERVISOR DISTRICT 3 - CS -0008
W [5-0009
0
4705
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - CS -0008
SUPERVISOR DISTRICT 2 - C5-OOD7
SUPERVISOR DISTRICT 3 - C5-0008
w0 C5-0009
4707
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT 1 - C5-0006
SUPERVISOR DISTRICT 2 - C5-0007
SUPERVISOR DISTRICT S - C5-0008 38. 47
wo cs-coos COPF';o. `16 3
54
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT 1 - CS -DON
SUPERVISOR DISTRICT 2 - CS -0001
SUPERVISOR DISTRICT 3 - C5-0008 ,v, 39. 97
INC cs-0009 ICOUNTY7bOo
y Sly
T
m
SLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - C5-0006
SUPERVISOR DISTRICT 2 - C5-0007
SUPERVIS011 DISTRICT 3 - C5-ODO8 ... 40 . 47
Iwo cs-000sIS".'.':_ 75163�1
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SLURRY SEAL PROJECT
SUPERVISOR DISTRICT 1 - CS -0006
SUPERVISOR DISTRICT Z - [5-0001
SUPERVISOR DISTRICT 3- C5-0008 43 s 47
W C5-0009 COUNT, olbl�
FELL N,
6294
BLURRY HEAL PROJECT
SUOR PERVISDISTRICT 1 - CS -0008
SIPERVISDISTRICT I - CS -0001
SUPERVISOR DISTRICT 3 - C5 -W 08 44 0 47
WO 05-0009
P uy",r*xuT P y 3 r
p
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SUPERVISOR DISTRICT i - CS -0006
SUPERVISOR DISTRICT 2 - CS -0007
SUPERVISOR DISTRICT 5 - C5-0006 wll 46, 47
wo C5-0009 1FILUf' ,.
BLURRY SEAL PROJECT
SUPERVISOR DISTRICT I - CS -0008
SUPERVISOR DISTRICT t - C!5_ WT
SUPERVISOR DISTRICT 3 - CS -0008 �.�, 9 ] e 97
" CS -0009
LEGEND:
PAVEMENT STRIPING DETAIL
QI PROTECT EXISTING STRIPING/PAVEMENT MANKIND
1 ✓ i
5
SIGNING NOTES: �
SIGN TO M INSTALLED By OTHERS. TYPE MMI
s8
\2 ii^€x'
A I
�r�mM i
X1ST ut
TYPE VIVO
I
�a LANZ
€IKa L A RE
MCIE
TnE MIT
END GET. 39A
BEGIN GET. 39
STA 106900 ENO DET. 29
BEGIN VET. ZZ
STA 106,P50
O
m
O
Q
U
W
i O
Q
BEGIN DET. 39A Q
eP STA 104+00 V
XIST UG
4 f
N
ITE TYPE EVIL
T.Pe mBi '^�•
rc WIL M1 ,
ENDGEi. 22
BEGIN DET. 29
TVR rvial 3TA 1O3+90
TWE iV00 I6
12XIST tK
' DESIGNED By PAVEMENT DELINEATION A SIGN PLAN SHEET No.
Xwwr[o er.
12' SYCAMORE CANYON BLVD
BETWEEN
CENTRAL AVE AND vD_'
9
AAwLwE RIVERSIDE CITY LIMIT w. 1 . 2
co UY w e.
SCALE: 1"=40
WASS AW a4 LAW R
116Gt EXIST LPIMLAoz
M EXIST OiK .LL
R
iF.IMZLME EXIST !w/ [x1ST 11 i END BET. I9 3
TAPE INpI g SYCAMORE CANYON! BLVD BEGIN DEL 394 END DET. 39R
m* MSI m "• STA I2sw0 STA 1264M m
D
Y V
9 EXIST W
Y
w _
11
N
eUlcr� uc EXIST ON �.�` _ ��:E A ARE GET.ENO DRi. 22859
NFPI
?dM"SoYxIE SrcANORECANYON BLVD ISETAN
A ` � TO FAIR ISLE DR
DIKE
I( / JOIN EXISTING STRIPING
WTI IT. �M Si413fix00
END DRi. 39
STAIN DED. 39.1 ENO DEL 39/. `u
SL 13400 SL ISSMD
A Ra,sa:vl
LAI
.p tx
{
LEGEND: i
< PAVEMNT STRIPING DETAIL e
IQ PROTECT EXISTING STRIPINCNAVEMENT MARKING OEMIONEO BY PAVEMENT DELINEATION It SIGN PLAN 9NEET No
n
SIGNING NOTES: we.eoSYCAMORE CANYON BLVD
�K'O BETWEEN
Q SIGN TO BE INSTALLED 61 OTNER5. 'TAX All CENTRAL AVE AND PD—�
...
RIVERSIDE CITY LIMIT 2 a 2
SCALE: I"=40'